This document discusses standard test methods for sandwich composites. It begins by defining a sandwich composite as having two thin, high-performance face sheets bonded to a thick, low-density core material. This combination provides high stiffness-to-weight and bending strength-to-weight ratios. Common face sheet and core materials are described. Key load cases for sandwich composites include in-plane and out-of-plane tension/compression, core shear, flexure, and peel forces. Several important tests are outlined, such as flatwise tension/compression for core strength, edgewise compression for face sheet buckling strength, core shear tests, flexure tests, and peel tests. Static testing machines and accessories suitable for these sandwich
Mechanical properties of Continuos Fibers and Nylon-based materials for Mark Two 3D printer. Strong, light and affordable 3d printed plastic objects reinforced with fiber for increased strenght and stiffness.
The document describes the design analysis of a roll cage for an all-terrain vehicle. It discusses selecting ASTM 106 grade B steel as the material based on its strength, weight, and cost properties. The design process included determining appropriate tube sizes and wall thicknesses, as well as designing the frame layout. Finite element analysis was performed to test the roll cage design against failure in frontal, rear, and side impacts. The analysis showed stress levels below the material yield strength, indicating the design is safe against the specified impacts. In conclusion, the roll cage was successfully designed and analyzed to provide protection for the driver while maintaining a low weight.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Design analysis of the roll cage for all terrain vehicleeSAT Journals
Abstract We have tried to design an all terrain vehicle that meets international standards and is also cost effective at the same time. We have focused on every point of roll cage to improve the performance of vehicle without failure of roll cage. We began the task of designing by conducting extensive research of ATV roll cage through finite element analysis. A roll cage is a skeleton of an ATV. The roll cage not only forms the structural base but also a 3-D shell surrounding the occupant which protects the occupant in case of impact and roll over incidents. The roll cage also adds to the aesthetics of a vehicle. The design and development comprises of material selection, chassis and frame design, cross section determination, determining strength requirements of roll cage, stress analysis and simulations to test the ATV against failure. Keywords: Roll cage, material, finite element analysis, strength
Fabrication and Analysis of Single Lap Joint Glass Fiber Reinforced Polymer C...IRJET Journal
This document summarizes research on analyzing the tensile strength of single lap joints in glass fiber reinforced polymer (GFRP) composite materials. Specifically, it looks at uni-directional and bi-directional ply composites with 10% silicon carbide additions. The composites were fabricated using hand layup and tested experimentally, numerically via finite element analysis, and analytically. Results showed that the bi-directional ply composite had a higher tensile strength than the uni-directional ply composite, making it more suitable for aircraft and automotive applications.
This research work mainly investigates the local production of 12 built up GFRP I-beams using Hand Lay-Up production method (since up-till now there is no pultrusion industry in Egypt). Overall strength characteristics of these beams will determined experimentally and compared to those manufactured by the Pultrusion process. This comparison will help to estimate to how extent the locally manufactured beams (by Hand Lay-Up technique) can be used in full permanent structures (like pultruded beams) or at least used in light and temporary structures. In order to achieve this goal, the experimental study was divided into two stages: The first stage is to manufacture GFRP plates using glass fibers and polyester. Two types of plates were produced one for flange plates and the other for web plates. These two types of plates are different in fibers orientation of different layers within the plate thickness in order to reach the possible higher tensile and flexural strength for flange plates and possible higher shear strength for web plates. Longitudinal and transverse tensile, compressive, and flexural strength for these two types of plates were experimentally determined using coupons tests. The second stage is to produce built-up GFRP I-beams using the aforementioned plates and composite angles. The overall stiffness and modes of failure of these beams were experimentally determined. The obtained results were compared with those of pultruded I-beams manufactured in the United States by pultrusion process. Also three different connecting methods for the 12 tested beams were investigated, namely: Bonding – Bolting – Bolting/Bonding connecting techniques. Of course it is expected that some local fabrication parameters (like fiber and polymer properties available in the local market, labour, temperature, polymer curing …etc) are expected to affect the properties of the fabricated beams specially that these beams are manufactured manually.
IRJET- Experimental Study on Partial Replacement of Coarse Aggregate by C...IRJET Journal
This document reports on an experimental study that partially replaces coarse aggregate with coconut shells in concrete. Various percentages of replacement (0%, 10%, 20%, 30%, 40%) were used to make M25 grade concrete. Specimens were tested to determine compressive strength, tensile strength, impact resistance, and flexural strength. The results will help identify the optimum replacement percentage of natural coarse aggregate with coconut shell waste. Testing included slump tests, compressive strength tests of cubes, splitting tensile tests of cylinders, and flexural tests of beams.
Comparative Study of Concrete Prisms Confined with G-FRP Wrapping Under Compr...IRJET Journal
- The document presents the results of an experimental study on the compressive behavior of concrete prisms confined with glass fiber-reinforced polymer (GFRP) wrapping.
- The prisms had varying edge details like sharp edges, rounded corners with radii of 13mm and 19mm, and chamfered edges of 13mm and 19mm.
- The results show that GFRP confinement significantly improved the ultimate compressive strength and failure strain of the prisms compared to unconfined prisms. Prisms with rounded corners and chamfered edges performed better than those with sharp edges.
Mechanical properties of Continuos Fibers and Nylon-based materials for Mark Two 3D printer. Strong, light and affordable 3d printed plastic objects reinforced with fiber for increased strenght and stiffness.
The document describes the design analysis of a roll cage for an all-terrain vehicle. It discusses selecting ASTM 106 grade B steel as the material based on its strength, weight, and cost properties. The design process included determining appropriate tube sizes and wall thicknesses, as well as designing the frame layout. Finite element analysis was performed to test the roll cage design against failure in frontal, rear, and side impacts. The analysis showed stress levels below the material yield strength, indicating the design is safe against the specified impacts. In conclusion, the roll cage was successfully designed and analyzed to provide protection for the driver while maintaining a low weight.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Design analysis of the roll cage for all terrain vehicleeSAT Journals
Abstract We have tried to design an all terrain vehicle that meets international standards and is also cost effective at the same time. We have focused on every point of roll cage to improve the performance of vehicle without failure of roll cage. We began the task of designing by conducting extensive research of ATV roll cage through finite element analysis. A roll cage is a skeleton of an ATV. The roll cage not only forms the structural base but also a 3-D shell surrounding the occupant which protects the occupant in case of impact and roll over incidents. The roll cage also adds to the aesthetics of a vehicle. The design and development comprises of material selection, chassis and frame design, cross section determination, determining strength requirements of roll cage, stress analysis and simulations to test the ATV against failure. Keywords: Roll cage, material, finite element analysis, strength
Fabrication and Analysis of Single Lap Joint Glass Fiber Reinforced Polymer C...IRJET Journal
This document summarizes research on analyzing the tensile strength of single lap joints in glass fiber reinforced polymer (GFRP) composite materials. Specifically, it looks at uni-directional and bi-directional ply composites with 10% silicon carbide additions. The composites were fabricated using hand layup and tested experimentally, numerically via finite element analysis, and analytically. Results showed that the bi-directional ply composite had a higher tensile strength than the uni-directional ply composite, making it more suitable for aircraft and automotive applications.
This research work mainly investigates the local production of 12 built up GFRP I-beams using Hand Lay-Up production method (since up-till now there is no pultrusion industry in Egypt). Overall strength characteristics of these beams will determined experimentally and compared to those manufactured by the Pultrusion process. This comparison will help to estimate to how extent the locally manufactured beams (by Hand Lay-Up technique) can be used in full permanent structures (like pultruded beams) or at least used in light and temporary structures. In order to achieve this goal, the experimental study was divided into two stages: The first stage is to manufacture GFRP plates using glass fibers and polyester. Two types of plates were produced one for flange plates and the other for web plates. These two types of plates are different in fibers orientation of different layers within the plate thickness in order to reach the possible higher tensile and flexural strength for flange plates and possible higher shear strength for web plates. Longitudinal and transverse tensile, compressive, and flexural strength for these two types of plates were experimentally determined using coupons tests. The second stage is to produce built-up GFRP I-beams using the aforementioned plates and composite angles. The overall stiffness and modes of failure of these beams were experimentally determined. The obtained results were compared with those of pultruded I-beams manufactured in the United States by pultrusion process. Also three different connecting methods for the 12 tested beams were investigated, namely: Bonding – Bolting – Bolting/Bonding connecting techniques. Of course it is expected that some local fabrication parameters (like fiber and polymer properties available in the local market, labour, temperature, polymer curing …etc) are expected to affect the properties of the fabricated beams specially that these beams are manufactured manually.
IRJET- Experimental Study on Partial Replacement of Coarse Aggregate by C...IRJET Journal
This document reports on an experimental study that partially replaces coarse aggregate with coconut shells in concrete. Various percentages of replacement (0%, 10%, 20%, 30%, 40%) were used to make M25 grade concrete. Specimens were tested to determine compressive strength, tensile strength, impact resistance, and flexural strength. The results will help identify the optimum replacement percentage of natural coarse aggregate with coconut shell waste. Testing included slump tests, compressive strength tests of cubes, splitting tensile tests of cylinders, and flexural tests of beams.
Comparative Study of Concrete Prisms Confined with G-FRP Wrapping Under Compr...IRJET Journal
- The document presents the results of an experimental study on the compressive behavior of concrete prisms confined with glass fiber-reinforced polymer (GFRP) wrapping.
- The prisms had varying edge details like sharp edges, rounded corners with radii of 13mm and 19mm, and chamfered edges of 13mm and 19mm.
- The results show that GFRP confinement significantly improved the ultimate compressive strength and failure strain of the prisms compared to unconfined prisms. Prisms with rounded corners and chamfered edges performed better than those with sharp edges.
IRJET- An Experimental Study on Flexural Strength of Bubble Deck SlabIRJET Journal
1) The document presents an experimental study on the flexural strength of bubble deck slabs compared to conventional slabs.
2) Four slabs were cast - one conventional slab and three bubble deck slabs with varying numbers of hollow plastic balls.
3) Single point load tests were performed on the slabs using a universal testing machine. The load carrying capacity, load-deflection behavior, and flexural strength were analyzed and compared between the slab types.
4) The results showed that the load carrying capacity, flexural strength, and load-deflection behavior of the bubble deck slabs were similar to the conventional slab, demonstrating that replacing concrete with hollow balls does not negatively impact strength.
This guide summarizes the application of ASTM test standards for testing polymer matrix composite materials, with an emphasis on continuous fiber reinforced composites. It provides 6 tables that summarize ASTM test methods for measuring various static, dynamic, and environmental properties of laminates, sandwiches, and constituents. The guide references over 70 ASTM standards and provides recommendations for specimen preparation and preferred test methods for different material properties. It does not cover all possible test standards and is intended to aid in selection of appropriate standards.
Experimental Investigation of Reinforced Concrete Beam with Opening for Combi...IRJET Journal
This document summarizes an experimental investigation of reinforced concrete beams with openings. Beams were cast with different sized circular openings in various locations and tested under two-point bending loads. Concrete cubes were also tested to determine compressive strength. Finite element models of beams with openings were also created in ANSYS to analyze stresses and deflections. Results showed that deflection increased with larger opening size. Additional reinforcement is needed around openings to prevent cracking. Future work will involve testing reinforced beams to validate analytical models and determine optimal reinforcement designs.
DMM-AME012_ME_V SEM PPT corrected_compressed.pdfShahabajKhan4
Machine design is defined as the creation of new designs or improving existing machine designs so that machines can perform their intended functions with maximum economy and efficiency. Some basic requirements of machine elements include strength, rigidity, wear resistance, minimum dimensions and weight, manufacturability, safety, reliability, and minimum life-cycle cost. Proper selection of engineering materials is important for machine components based on their availability, mechanical properties, manufacturability, and other factors. The design process generally involves detailed drawings, analysis of forces, material selection, design of elements, and modifications to optimize the design.
Static Structural, Fatigue and Buckling Analysis of Jet Pipe Liner by Inducin...IRJET Journal
This document analyzes the static structural, fatigue, and buckling behavior of conventional and corrugated jet pipe liners through finite element analysis. A conventional liner model and optimized corrugated liner model were created and meshed. Static structural analysis found that the corrugated liner had lower deformation and similar von-Mises stresses to the conventional liner. Fatigue analysis determined the corrugated liner had a slightly lower fatigue life but still above the design target of 1 million cycles. Buckling analysis revealed the corrugated liner had a higher buckling load multiplier, indicating it is stiffer than the conventional liner against buckling. In conclusion, introducing corrugation improved the liner's buckling strength without negatively impacting other
IRJET - Evaluation of Mechanical Properties of Basalt based Composite Str...IRJET Journal
This document evaluates the mechanical properties of basalt fiber composite structures. Five composite samples were fabricated using hand lay-up with different layer arrangements of basalt fiber and chopped strand mats in an epoxy resin matrix. Impact and hardness tests were performed on the samples. The impact test results showed the composite with all basalt fiber layers had the highest strength of 5.78 N/mm. The hardness test found this same all-basalt fiber composite had the highest hardness value of 54.89. In general, composites with more basalt fiber exhibited better mechanical properties than those with more chopped strand or mixed fiber layers.
Static Analysis of Single Lap Joint of Composite Materialsijsrd.com
Mechanically fastened joints are critical parts in composite aircraft structures. The composite structural members are highly used in the following applications such as aerospace, automobiles, marine, architecture etc., In the past decades, adhesive bonding is a practical joint method for joining composite materials which provide low shear and tensile strength .To improve the tensile strength, the joint is made with material joint. Glass Fiber/Chopped strands mat and Bi-Directional fly / Epoxy composite is fabricated by hand lay-up method. The tensile properties of the material joint are obtained and compared with that of bolted joint. The experimental results shows that the material joint has superior tensile properties than the bolted joint and the Bi-Directional fly composite exhibits superior tensile strength than the chopped strands mat. Finite element analysis also done and compared with the experimental results and found to be similar.
This document discusses the research and development of engineered bamboo materials for building bridges. It includes:
1. Developing bamboo laminates through hot pressing bamboo strips and evaluating their physical properties.
2. Researching protection treatment technologies for bamboo materials and evaluating their bending properties and decay resistance.
3. Designing and manufacturing bamboo components for bridges, including pre-arch beams, through strength analysis and testing their static and fatigue performance.
IRJET- Fabrication and Testing of E-Glass with E-Waste as Filler MaterialIRJET Journal
This document summarizes research on fabricating and testing epoxy composites reinforced with E-glass fibers and filled with varying amounts of e-waste material. Specimens containing 0%, 5%, and 15% e-waste by weight were produced using hand layup and cold pressing. Mechanical tests showed that tensile, flexural, and compressive strength generally decreased as e-waste content increased, while hardness also decreased. The 5% e-waste composite exhibited the highest compressile strength. The research demonstrated the feasibility of incorporating e-waste as a filler in fiber-reinforced polymer composites to enable its reuse and reduce electronic waste.
This document provides background information on strain gage measurements and instructions for an experiment involving strain gages. Specifically:
[1] It describes how strain gages work by changing electrical resistance proportional to strain experienced. Strain gages are used to measure surface strain to determine internal stress.
[2] The experiment will have students mount strain gages on cantilever beams to examine stress states and use a strain gage rosette to calculate principal strains.
[3] Instructions emphasize coming prepared by reviewing materials, understanding the procedure, and answering discussion questions in their report.
A Review on Stressed Skin Behaviour of Steel Façade FrameIRJET Journal
This document summarizes a research paper that studied the stressed skin behavior of steel facade frames. Some key findings include:
1) Introducing steel cladding to a facade frame, and connecting it with fasteners, increases the overall stiffness of the frame and allows it to resist lateral loads through stressed skin action.
2) Factors like the number and gauge of fasteners, frame dimensions, and cladding type influence the strength and deformability of the stressed skin system.
3) Finite element analysis confirmed that stressed skin behavior reduces calculated frame stresses and deformations compared to an unclad frame.
This document describes a study on the dynamic dent resistance of auto body panels. Both experimental and numerical simulation methods were used. Experimentally, a test rig was developed to measure the deflection of a fender panel from a utility vehicle under different impact loads. The experimental results were then compared to simulations conducted using ANSYS-LS Dyna explicit dynamic FE analysis software. The simulations showed good accuracy with the experimental results. Parametric studies were also conducted numerically to optimize the thickness and geometry of the fender to reduce weight while maintaining dent resistance.
This document summarizes research on simulating and testing the dynamic dent resistance of automobile body panels. It describes developing a test rig to experimentally determine the dynamic dent resistance of a utility vehicle's front fender. Dents were created at different loads and locations on the fender. Finite element analysis was also conducted using LS-Dyna software to simulate denting, showing close accuracy to experimental results. The geometry of the existing fender was modified by sweeping its curvature. Numerical analysis found the modified fender's dent resistance could be maintained while reducing thickness and weight by 7.07%.
Reliability Analysis of an R.C Corner Footing Subjected to Bi-axial BendingIRJET Journal
This document presents a reliability analysis of an reinforced concrete corner footing subjected to bi-axial bending. A typical building model is created in ETABS to generate load and moment statistics for the corner footings. Monte Carlo simulation is used to probabilistically model the load variables and establish the statistics. Advanced first order second moment method and Monte Carlo simulation are used to analyze the reliability of the footing under limit states of flexure, one-way shear, two-way shear, and bearing capacity. The flexure limit state is found to be the most critical based on the lowest reliability index. Bias factors are established for the resistance in each limit state based on the Monte Carlo results. The study aims to calibrate structural design codes towards a
This document describes a British standard test method for determining the static modulus of elasticity in compression of hardened concrete. It provides definitions, requirements for test specimens and apparatus, procedures for casting/preparing specimens, conducting compressive strength and elasticity tests, and calculating results. The method involves applying a stress range from 0.5 MPa to one-third of the concrete's compressive strength, while measuring strain to determine the secant modulus of elasticity.
1) The document analyzes the structural response of an aircraft fuselage stiffened panel through finite element modeling and analysis.
2) Key aspects analyzed include modeling different stiffener configurations, determining stresses and deformations under various loads, and identifying critical locations.
3) Results show the panel with I-stringers has the least deformation. Buckling analysis identified a critical buckling stress. Stress near mouse holes increases with their height. Maximum stresses at rivet holes were below the material yield strength.
NONLINEAR BUCKLING ANALYSIS OF STIFFENED PLATEIRJET Journal
This document summarizes a research project that analyzed the nonlinear and linear buckling behavior of stiffened plates using finite element analysis software (ANSYS). Stiffened plates were modeled and analyzed with varying parameters like thickness, number of stiffeners, and loading conditions. Both linear and nonlinear analyses were performed. Experimental testing was also conducted to validate the ultimate strength results. The analyses showed that adding stiffeners increases the plate's strength and stiffness while using less material. Stiffened plates exhibited high strength-to-weight ratios and provided an economical structural solution.
IRJET- Flexural Behaviour of RCC Beam with Partially Replaced Concrete be...IRJET Journal
This document summarizes an experimental study that investigated the flexural behavior of reinforced concrete beams with partially replaced concrete below the neutral axis. Six groups of beams were tested: 1) control beams made of M-25 concrete, 2) beams with M-25 concrete above the neutral axis and M-20 concrete below, 3) beams with M-25 above and M-15 below, 4) beams with M-25 concrete and a hollow pipe below the neutral axis, 5) beams with M-25/M-20 concrete and a hollow pipe below, and 6) beams with M-25/M-15 concrete and a hollow pipe below. The study found that beams with lower grade concrete or a hollow section below the
Patch Loading Resistance on Inclined steel Plate Girders with Stiffened Cell ...IRJET Journal
This document summarizes a study investigating the patch loading resistance of inclined steel plate girders stiffened with different hollow cell flange shapes. Finite element analysis was conducted in ANSYS to analyze models with varying angles of inclination, web thicknesses, and hollow flange shapes under a concentrated patch load. The results showed that inclined girders with a 5 degree angle of inclination and rectangular hollow cell flanges provided the highest resistance to patch loading, distributing the load more evenly compared to triangular and trapezoidal flange shapes.
UNLOCKING HEALTHCARE 4.0: NAVIGATING CRITICAL SUCCESS FACTORS FOR EFFECTIVE I...amsjournal
The Fourth Industrial Revolution is transforming industries, including healthcare, by integrating digital,
physical, and biological technologies. This study examines the integration of 4.0 technologies into
healthcare, identifying success factors and challenges through interviews with 70 stakeholders from 33
countries. Healthcare is evolving significantly, with varied objectives across nations aiming to improve
population health. The study explores stakeholders' perceptions on critical success factors, identifying
challenges such as insufficiently trained personnel, organizational silos, and structural barriers to data
exchange. Facilitators for integration include cost reduction initiatives and interoperability policies.
Technologies like IoT, Big Data, AI, Machine Learning, and robotics enhance diagnostics, treatment
precision, and real-time monitoring, reducing errors and optimizing resource utilization. Automation
improves employee satisfaction and patient care, while Blockchain and telemedicine drive cost reductions.
Successful integration requires skilled professionals and supportive policies, promising efficient resource
use, lower error rates, and accelerated processes, leading to optimized global healthcare outcomes.
IRJET- An Experimental Study on Flexural Strength of Bubble Deck SlabIRJET Journal
1) The document presents an experimental study on the flexural strength of bubble deck slabs compared to conventional slabs.
2) Four slabs were cast - one conventional slab and three bubble deck slabs with varying numbers of hollow plastic balls.
3) Single point load tests were performed on the slabs using a universal testing machine. The load carrying capacity, load-deflection behavior, and flexural strength were analyzed and compared between the slab types.
4) The results showed that the load carrying capacity, flexural strength, and load-deflection behavior of the bubble deck slabs were similar to the conventional slab, demonstrating that replacing concrete with hollow balls does not negatively impact strength.
This guide summarizes the application of ASTM test standards for testing polymer matrix composite materials, with an emphasis on continuous fiber reinforced composites. It provides 6 tables that summarize ASTM test methods for measuring various static, dynamic, and environmental properties of laminates, sandwiches, and constituents. The guide references over 70 ASTM standards and provides recommendations for specimen preparation and preferred test methods for different material properties. It does not cover all possible test standards and is intended to aid in selection of appropriate standards.
Experimental Investigation of Reinforced Concrete Beam with Opening for Combi...IRJET Journal
This document summarizes an experimental investigation of reinforced concrete beams with openings. Beams were cast with different sized circular openings in various locations and tested under two-point bending loads. Concrete cubes were also tested to determine compressive strength. Finite element models of beams with openings were also created in ANSYS to analyze stresses and deflections. Results showed that deflection increased with larger opening size. Additional reinforcement is needed around openings to prevent cracking. Future work will involve testing reinforced beams to validate analytical models and determine optimal reinforcement designs.
DMM-AME012_ME_V SEM PPT corrected_compressed.pdfShahabajKhan4
Machine design is defined as the creation of new designs or improving existing machine designs so that machines can perform their intended functions with maximum economy and efficiency. Some basic requirements of machine elements include strength, rigidity, wear resistance, minimum dimensions and weight, manufacturability, safety, reliability, and minimum life-cycle cost. Proper selection of engineering materials is important for machine components based on their availability, mechanical properties, manufacturability, and other factors. The design process generally involves detailed drawings, analysis of forces, material selection, design of elements, and modifications to optimize the design.
Static Structural, Fatigue and Buckling Analysis of Jet Pipe Liner by Inducin...IRJET Journal
This document analyzes the static structural, fatigue, and buckling behavior of conventional and corrugated jet pipe liners through finite element analysis. A conventional liner model and optimized corrugated liner model were created and meshed. Static structural analysis found that the corrugated liner had lower deformation and similar von-Mises stresses to the conventional liner. Fatigue analysis determined the corrugated liner had a slightly lower fatigue life but still above the design target of 1 million cycles. Buckling analysis revealed the corrugated liner had a higher buckling load multiplier, indicating it is stiffer than the conventional liner against buckling. In conclusion, introducing corrugation improved the liner's buckling strength without negatively impacting other
IRJET - Evaluation of Mechanical Properties of Basalt based Composite Str...IRJET Journal
This document evaluates the mechanical properties of basalt fiber composite structures. Five composite samples were fabricated using hand lay-up with different layer arrangements of basalt fiber and chopped strand mats in an epoxy resin matrix. Impact and hardness tests were performed on the samples. The impact test results showed the composite with all basalt fiber layers had the highest strength of 5.78 N/mm. The hardness test found this same all-basalt fiber composite had the highest hardness value of 54.89. In general, composites with more basalt fiber exhibited better mechanical properties than those with more chopped strand or mixed fiber layers.
Static Analysis of Single Lap Joint of Composite Materialsijsrd.com
Mechanically fastened joints are critical parts in composite aircraft structures. The composite structural members are highly used in the following applications such as aerospace, automobiles, marine, architecture etc., In the past decades, adhesive bonding is a practical joint method for joining composite materials which provide low shear and tensile strength .To improve the tensile strength, the joint is made with material joint. Glass Fiber/Chopped strands mat and Bi-Directional fly / Epoxy composite is fabricated by hand lay-up method. The tensile properties of the material joint are obtained and compared with that of bolted joint. The experimental results shows that the material joint has superior tensile properties than the bolted joint and the Bi-Directional fly composite exhibits superior tensile strength than the chopped strands mat. Finite element analysis also done and compared with the experimental results and found to be similar.
This document discusses the research and development of engineered bamboo materials for building bridges. It includes:
1. Developing bamboo laminates through hot pressing bamboo strips and evaluating their physical properties.
2. Researching protection treatment technologies for bamboo materials and evaluating their bending properties and decay resistance.
3. Designing and manufacturing bamboo components for bridges, including pre-arch beams, through strength analysis and testing their static and fatigue performance.
IRJET- Fabrication and Testing of E-Glass with E-Waste as Filler MaterialIRJET Journal
This document summarizes research on fabricating and testing epoxy composites reinforced with E-glass fibers and filled with varying amounts of e-waste material. Specimens containing 0%, 5%, and 15% e-waste by weight were produced using hand layup and cold pressing. Mechanical tests showed that tensile, flexural, and compressive strength generally decreased as e-waste content increased, while hardness also decreased. The 5% e-waste composite exhibited the highest compressile strength. The research demonstrated the feasibility of incorporating e-waste as a filler in fiber-reinforced polymer composites to enable its reuse and reduce electronic waste.
This document provides background information on strain gage measurements and instructions for an experiment involving strain gages. Specifically:
[1] It describes how strain gages work by changing electrical resistance proportional to strain experienced. Strain gages are used to measure surface strain to determine internal stress.
[2] The experiment will have students mount strain gages on cantilever beams to examine stress states and use a strain gage rosette to calculate principal strains.
[3] Instructions emphasize coming prepared by reviewing materials, understanding the procedure, and answering discussion questions in their report.
A Review on Stressed Skin Behaviour of Steel Façade FrameIRJET Journal
This document summarizes a research paper that studied the stressed skin behavior of steel facade frames. Some key findings include:
1) Introducing steel cladding to a facade frame, and connecting it with fasteners, increases the overall stiffness of the frame and allows it to resist lateral loads through stressed skin action.
2) Factors like the number and gauge of fasteners, frame dimensions, and cladding type influence the strength and deformability of the stressed skin system.
3) Finite element analysis confirmed that stressed skin behavior reduces calculated frame stresses and deformations compared to an unclad frame.
This document describes a study on the dynamic dent resistance of auto body panels. Both experimental and numerical simulation methods were used. Experimentally, a test rig was developed to measure the deflection of a fender panel from a utility vehicle under different impact loads. The experimental results were then compared to simulations conducted using ANSYS-LS Dyna explicit dynamic FE analysis software. The simulations showed good accuracy with the experimental results. Parametric studies were also conducted numerically to optimize the thickness and geometry of the fender to reduce weight while maintaining dent resistance.
This document summarizes research on simulating and testing the dynamic dent resistance of automobile body panels. It describes developing a test rig to experimentally determine the dynamic dent resistance of a utility vehicle's front fender. Dents were created at different loads and locations on the fender. Finite element analysis was also conducted using LS-Dyna software to simulate denting, showing close accuracy to experimental results. The geometry of the existing fender was modified by sweeping its curvature. Numerical analysis found the modified fender's dent resistance could be maintained while reducing thickness and weight by 7.07%.
Reliability Analysis of an R.C Corner Footing Subjected to Bi-axial BendingIRJET Journal
This document presents a reliability analysis of an reinforced concrete corner footing subjected to bi-axial bending. A typical building model is created in ETABS to generate load and moment statistics for the corner footings. Monte Carlo simulation is used to probabilistically model the load variables and establish the statistics. Advanced first order second moment method and Monte Carlo simulation are used to analyze the reliability of the footing under limit states of flexure, one-way shear, two-way shear, and bearing capacity. The flexure limit state is found to be the most critical based on the lowest reliability index. Bias factors are established for the resistance in each limit state based on the Monte Carlo results. The study aims to calibrate structural design codes towards a
This document describes a British standard test method for determining the static modulus of elasticity in compression of hardened concrete. It provides definitions, requirements for test specimens and apparatus, procedures for casting/preparing specimens, conducting compressive strength and elasticity tests, and calculating results. The method involves applying a stress range from 0.5 MPa to one-third of the concrete's compressive strength, while measuring strain to determine the secant modulus of elasticity.
1) The document analyzes the structural response of an aircraft fuselage stiffened panel through finite element modeling and analysis.
2) Key aspects analyzed include modeling different stiffener configurations, determining stresses and deformations under various loads, and identifying critical locations.
3) Results show the panel with I-stringers has the least deformation. Buckling analysis identified a critical buckling stress. Stress near mouse holes increases with their height. Maximum stresses at rivet holes were below the material yield strength.
NONLINEAR BUCKLING ANALYSIS OF STIFFENED PLATEIRJET Journal
This document summarizes a research project that analyzed the nonlinear and linear buckling behavior of stiffened plates using finite element analysis software (ANSYS). Stiffened plates were modeled and analyzed with varying parameters like thickness, number of stiffeners, and loading conditions. Both linear and nonlinear analyses were performed. Experimental testing was also conducted to validate the ultimate strength results. The analyses showed that adding stiffeners increases the plate's strength and stiffness while using less material. Stiffened plates exhibited high strength-to-weight ratios and provided an economical structural solution.
IRJET- Flexural Behaviour of RCC Beam with Partially Replaced Concrete be...IRJET Journal
This document summarizes an experimental study that investigated the flexural behavior of reinforced concrete beams with partially replaced concrete below the neutral axis. Six groups of beams were tested: 1) control beams made of M-25 concrete, 2) beams with M-25 concrete above the neutral axis and M-20 concrete below, 3) beams with M-25 above and M-15 below, 4) beams with M-25 concrete and a hollow pipe below the neutral axis, 5) beams with M-25/M-20 concrete and a hollow pipe below, and 6) beams with M-25/M-15 concrete and a hollow pipe below. The study found that beams with lower grade concrete or a hollow section below the
Patch Loading Resistance on Inclined steel Plate Girders with Stiffened Cell ...IRJET Journal
This document summarizes a study investigating the patch loading resistance of inclined steel plate girders stiffened with different hollow cell flange shapes. Finite element analysis was conducted in ANSYS to analyze models with varying angles of inclination, web thicknesses, and hollow flange shapes under a concentrated patch load. The results showed that inclined girders with a 5 degree angle of inclination and rectangular hollow cell flanges provided the highest resistance to patch loading, distributing the load more evenly compared to triangular and trapezoidal flange shapes.
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Hannes_Koerber_Sandwich_Composites_EN.pdf
1. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
Intelligent Testing
Standard Test Methods for Sandwich Composites
Dr. Hannes Körber
Industry Manager Composites
Zwick Roell GmbH & Co. KG
2. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
What is a Sandwich Composite?
2
By combining different materials with different properties a new part
with better characteristics is obtained.
“…a composite on the
material level…”
“…a composite on the
structural level…”
+
Fiber Reinforced Polymer Matrix Composites
(FRPMCs)
fiber
matrix
UD composite ply
Sandwich Composites
core material
face-sheet
adhesive layer
3. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
3
face sheets:
carry the in-plane loads
thin and made of high performance materials
core:
carries through thickness and out-of-plane shear loads
thick and made of low performance materials
main purpose is to increase distance between faces
low density
sandwich
very high stiffness-to-weight ratio
high bending-strength-to-weight ratio
low face sheet buckling compared to other design
concepts due to continuous support of core material
What is a Sandwich Composite?
By combining different materials with different properties a new part
with better characteristics is obtained.
core material
face-sheet
adhesive layer
4. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
Which materials are typically used?
4
The material choice for face sheet and core is vast. This apparent
complexity is advantageous, as the best material for a specific
application can be chosen.
Sandwich Panel
Face Sheet Materials Core Materials
Metals
FRPMCs
Wood
Polymers
aluminum
steel
carbon composites
glass composites
aramid composites
bio composites
Honeycomb
Foams
Balsa Wood
aluminum
Nomex®
Kevlar®
Glass fiber
hard polymer foams
metal foams
5. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
5
Wind Energy
Industrial Engineering
Medical Technology
Defense
Off-shore Oil and Gas
Applications
Sandwich composites are used where lightweight design is important
for structural performance, but they posses other features as well.
Aerospace Transportation
Marine Construction Other Applications
6. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
6
in-plane tension & compression
out-of-plane tension & compression
core shear
flexure
peel
Load Cases
Further load cases need to be considered for sandwich constructions,
in addition to those considered for the load carrying face sheet layers.
core material
face-sheet
adhesive layer
temperature
humidity & fluids
7. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
Flatwise Tension
7
The flatwise tension test determines the weakest strength of the
sandwich construction under tensile loading in thickness direction.
The aim of this test is to determine the strength of the
core material
adhesive bond between face sheet and core
face sheet material (composites)
in the thickness direction of the sandwich panel.
The specimen
is either the core material itself or the sandwich
Is bonded to loading blocks for attachment to the test fixture
size (cross-sectional area) depends on the homogeneity and
size of the cellular structure of the core material
Typical sizes: 25 x 25 mm²
(cross-section) 50 x 50 mm²
75 x 75 mm²
ASTM C 297 ASTM D 1623 B & C DIN 53292 EN 2243-4 AITM 1.0025
setup as per DIN 53292
8. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
Flatwise Tension
8
For convenient and repeatable preparation of well aligned specimen-
loading-block assemblies, a bonding jig is available.
setup as per DIN 53292
ASTM C 297 ASTM D 1623 B & C DIN 53292 EN 2243-4 AITM 1.0025
9. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
Flatwise Compression
9
The flatwise compression test is crucially important due to the much
lower mechanical performance of the core material.
ASTM C 365 ISO 844
The aim of this test is to determine the modulus and strength of
the core material
ASTM C 365: - applicable to all core material types
- honeycomb with face sheet (stabilized properties)
- honeycomb w/o face sheet (non-stabilized properties)
ISO 844: - applicable to hard polymer foams only
The specimen
is placed between carefully aligned compression platens and is
loaded until failure
size (cross-sectional area) depends on the homogeneity and size
of the cellular structure of the core material
Typical sizes: ASTM C 365: 25 x 25 to 75 x 75 mm²
(cross-sectional) ISO 844: 50 x 50 to 150 x 150 mm²
setup as per ISO 844
setup as per [ASTM C 365]
10. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
Edgewise Compression
10
The edgewise compression test evaluates the load-carrying capacity
of a sandwich construction in the direction of the face sheets.
Applicable to all sandwich core material types
Only the cross-sectional area of the face sheets are
considered when calculating stress and strength
face sheet thickness must be known prior to
manufacturing of sandwich panel
Specimens are either clamped (left image) or bonded into
end-supports
clamping requires very accurate preparation of specimen
end surfaces
Back-to-back strain gages, centrally located on opposite
faces of the specimen are recommended to monitor
superimposed bending (Percent Bending )
ASTM C 364
11. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
Edgewise Compression
11
The edgewise compression test evaluates the load-carrying capacity
of a sandwich construction in the direction of the face sheets.
Acceptable failure occurs away from the clamped or potted
specimen ends
ASTM C 364
Acceptable
Unacceptable
end failure
face sheet
buckling
face sheet
dimpling
(honeycomb only)
core shear
failure
core
compression
failure
face sheet
compression
failure
less than 1xt
from clamp
or potting
12. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
Core Shear
12
The core of a sandwich is mainly subjected to shear loading. While
needing to be very light, it must exhibit sufficient shear properties.
ASTM C 273 DIN 53294 ISO 1922
setup as per
ASTM C 273
The aim of this test is to determine core shear modulus and strength
The specimen:
is either the core material alone or a section of the sandwich panel
is bonded to adapter plates for attachment to the test fixture
is not in a pure shear stress state, due to off-axis loading
(ASTM C 283, DIN 53294 are applicable to all core and sandwich types)
ISO 1922 generates pure shear loading (for hard polymer foams only)
size and adapter plate dimension depends on the specimen thickness
The test can be done under tension and compression
A separate displacement measuring device is required to correctly
determine shear strain
Core shear failure is the only acceptable failure mode
displacement
measuring
device
adapter
plates
specimen
13. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
Core Shear
13
The short beam flexure test is another method to measure core shear
properties. It is comparable to the ILSS test for composite laminates.
Applicable to all sandwich core material types
Acceptable failure: - core shear strength
- core-to-facing shear strength
Standard configuration is 3-point flexure setup with
150 mm support span (at center line of support bars)
Due to comparable low compression strength of the
core material, flat loading and support bars with
added rubber pads are recommended
A deflectometer shall be used to measure deflection
at the center of the support span
Standard Practice ASTM D 7250 required to calculate
the core shear modulus
ASTM C 273 recommend for core shear properties
ASTM D 7249 recommend to measure facing strength
standard 3-point flexure setup
as per ASTM C 393
14. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
Flexure
14
4-point flexure is the standard configuration for sandwich flexure
tests. The intended failure mode is face sheet failure.
All sandwich core material types
Deflectometer required to measure
deflection at the support span center
Strain gages shall be used for strain
measurement (ASTM D 7249)
Support and loading span distances
varies for each standard
Shape of loading and support bars:
ASTM D 7249 DIN 53293 AITM 1.0018
standard 4-point flexure setup as per ASTM D 7249
ASTM D 7249
(flat with rubber pads)
DIN 53293 & AITM 1.0018
(round with rubber pads)
15. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
Climbing Drum Peel Test
15
This test measures the peel resistance of the adhesive bond between
face sheet and core material.
The climbing drum peel test can
be applied for relatively thin and
thus flexible face sheets
Generates comparative results
for process and quality control
(not a material property)
Requires calibration to:
account for influence of face sheet
bending on measure load
find the load required to set the
drum in motion
ASTM D 1781 DIN 53295 Airbus QVA-Z10-46-05
𝑙
𝑙
[mm] ASTM DIN
𝑤𝑖𝑑𝑡ℎ 76 75
𝑙 305 300
𝑙 25 25
load cell
specimen
climbing drum
with lower clamp
assembly pin
loading strips
fixture base
upper clamp
safety cage
16. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
16
Average peel torque:
where:
𝑟 outer drum radius + half loading strap thickness
𝑟 inner drum radius + half face sheet thickness
𝐹 load average measured during the test
𝐹 load average measured during calibration
𝑤 specimen width
Climbing Drum Peel Test
This test measures the peel resistance of the adhesive bond between
face sheet and core material.
load
displacement
load average in
defined section
of load-displacement
curve
17. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
17
Static testing machines
For static sandwich testing, a test machine up to a maximum load
range of 100 kN is usually sufficient. For composite face sheet testing,
the load range may need to be expanded to lower and higher forces.
ZwickiLine
easy to operate
single column load
frames for loads up
to 5 kN
ProLine
can be an optimal
and economic choice
for tests that do not
require complex
sensor equipment
AllroundLine – Table Top
for loads up to 150 kN
very light and flexural stiff
optionally with two test areas to
minimize reconfiguration efforts
support legs to position test
area at optimal operator height
AllroundLine – Floor Standing
for loads from 100 kN to 1200 kN
four guide columns for most
accurate alignment of test axis
optionally with two test areas to
minimize reconfiguration efforts
tension-torsion machines available
18. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
18
Temperature testing
ZwickRoell temperature chambers provide highest level of integration
with the testing system and ensure safe and reliable operation.
Door-in-door access
to minimize time
between tests
Full integration of the
temperature chamber in
testXpert III for maximum
control and traceable results
Near specimen
temperature measurement
to monitor and regulate
temperature where it
matters
Temperature variation
(+/- 1 °C)
Very precise temperature
control creates
homogeneous and accurate
conditions for the
specimens throughout the
entire chamber.
19. testXpo2021
Standard Test Methods for Sandwich Composites
October 2021
19
Strain and Displacement Measurement
Often the displacement of the cross-head of the testing machine is
sufficient. If not, you may chose from our wide range of strain and
displacement measuring solutions.
Opto-electronic
measurement transducer
used for core shear testing
Linear
strain gage…
…connected to preconfigured
strain gage box…
…or HBM QuantumX
universal amplifier
…or with integrated
deflection sensor
Deflection measurement with deflectometer (left) or with
makroXtens and sensor arm for flexure tests…