This document discusses research into the vibro-acoustic design of aluminum sandwich plates. A new concept called an ECOCELL core made of aluminum plates aims to simplify existing resin core sandwich plates. Various core configurations and face sheet thicknesses were modeled and tested numerically. Randomizing core stiffness properties and optimizing the ECOCELL design were found to improve acoustic performance. An initial prototype was manufactured with issues. Future work includes optimizing designs using genetic algorithms and experimental validation.
Capacity of strengthened Reinforced concrete columnsKhaled Mahmoud
this presentation show main points of research focused on the analysis of concrete and steel jackets to get simple equations for design. Therefore, an experimental program consists of twenty columns strengthened with concrete jackets and steel jackets are performed. The results were compared with some of the design equations in available literature. These equations were modified to match the theoretical and experimental results. Recommendations for column behavior after strengthening are presented to help structural engineers to maximize the benefits of strengthening operation.
Seismic analysis of base isolated building in rc framed structures 1868Anusha Reddy
An earthquake is the shaking of the surface of the Earth, which may be dangerous enough to destroy major buildings and kill thousands of people. To protect the structures from earthquake effects there is a system known as base isolation systems. Base isolation is the technique is most widely accepted and used for seismic protection of the building in earthquake prone areas. The aim of this research is to study the mode period of different structures under fixed condition and base isolated condition. In this study, two building’s are considered first structure is G+13 storey building and second is G+5 storey building which is designed and analyzed in E TABS 13.2.1 software.
Retrofitting and Strengthening of Damaged Reinforced Concrete Columns Using S...IJMER
Six reinforced concrete rectangular columns with a cross section 120x160 mm and 800 mm
length were casted and tested until failure. Two control columns were tested under axial load and four
columns were tested under different eccentricities e/t= (6.30%, 12.5%, 18.75% and 25%). All specimens
were retrofitted by replacing the loose concrete part by grout mortar. Strengthening was carried out using
four vertical steel angles, two angles 30x30x3mm in eccentricity direction and two angles 15x15x3 mm in
the reverse direction all wrapped with expanded three plies steel wire mesh. However, the steel wire mesh
jacket was injected by cement mortar. The test results showed that columns strengthened with four vertical
steel angles wrapped with three plies steel wire mesh tested under different eccentricity recorded a higher
failure load than that wrapped with three plies steel wire mesh only. The increase in column carrying
capacity ranged from 102.5% to 112%
This Report covers the technique of retrofitting of existing as well as worn out structures using FRP laminates. Thermal stresses are imposed into the samples to mimic fire in a building. It is then tested for strength, repaired using 250 gsm glass fiber reinforced polymer and then tested for strength again. It was observed that the lost strength of the samples subjected to thermal stresses was regained.
Finite Element Analysis of RCC Beam with Rectangular Openings Strengthed by D...shaikkhaleel28
Openings in the web of RCC beam provides vital role for the passage of electrical and mechanical passages. Due to the opening in the beam causes the reduction in the stiffness also leads to cracking, more deflection loss of load bearing capacity near the opening of the beam. To avoid these problems strengthening of the opening with different frp’s have tested in this study. A nonlinear geometrical analysis of RCC beam of size 450 by 230 with different size of rectangular openings like 200 by 100, 250 by 100 & 300 by 100 are near to the support are analysed with FEM (Mechanical APDL software) strengthen with different types of frp’s like CFRP, E- GLASS EPOXY, S- GLASS EPOXY, FRP, KELVAR -49 (ARAMID EPOXY) are studied with principal stresses (compressive & tensile), displacement in vertical direction , elastic strain in y direction , shear failure & ultimate load bearing capacity of strengthen beam and un strengthen beam near the opening element of the beam results have been studied. To avoid the shear failure of the beam more shear reinforcement is provided to the beam based on the design approach given by AIJ Architectural Institute of Japan. Using material model like LINK 180 for reinforcement, SOLID 65 for concrete, SOLID 45 for the different types of frp’s, and using of Fe 550 for reinforcement, these models are used for the modelling and meshing of the RCC beam with rectangular opening strengthen with different frp’s. Finally the crack pattern, size of crack load at which shear failure occurred is studied in these under different frp’s strengthening near the element of rectangular opening
Key Words: Mechanical APDL, nonlinear geometric analysis, FRP’S,CFRP, E-GLASS EPOXY, S- GLASS EPOXY, KELVAR-49, LINK 180, SOLID 65 & 45.
Seismic Retrofitting of a RC Building by Adding Steel Plate Shear WallsIOSR Journals
This paper deals with the step-by-step retrofitting of buildings by using steel plate shear walls
(SPSWs) with the aid of SAP2000 programme. One type of reinforced concrete building is selected for
evaluation. This building represents the most used forms of residential buildings in the Sudan, in terms of
geometric form, and dimensions. This paper uses the equivalent static method provided in the regulations
proposed by the Egyptian Society for Earthquake Engineering. One typical model was selected from the existing
residual buildings in Khartoum city, as a case study. The proposed methodology that has been used to evaluate
the seismic resistance of chosen building is done through the design of the structural elements of the buildings
before and after adding the seismic forces. The retrofitting of building was done by using steel plate shear walls
with thicknesses of 5mm, 7mm and 10mm. From the results obtained, it was found that the use of two additional
SPSWs with 7 mm thickness placed at the internal frame of the existing system, resulted in a reduction of
bending moments in the columns and beams. The increase of thickness has a clear effect on the bending moment
of the columns, but has little effects on the bending moments of the beams.
Capacity of strengthened Reinforced concrete columnsKhaled Mahmoud
this presentation show main points of research focused on the analysis of concrete and steel jackets to get simple equations for design. Therefore, an experimental program consists of twenty columns strengthened with concrete jackets and steel jackets are performed. The results were compared with some of the design equations in available literature. These equations were modified to match the theoretical and experimental results. Recommendations for column behavior after strengthening are presented to help structural engineers to maximize the benefits of strengthening operation.
Seismic analysis of base isolated building in rc framed structures 1868Anusha Reddy
An earthquake is the shaking of the surface of the Earth, which may be dangerous enough to destroy major buildings and kill thousands of people. To protect the structures from earthquake effects there is a system known as base isolation systems. Base isolation is the technique is most widely accepted and used for seismic protection of the building in earthquake prone areas. The aim of this research is to study the mode period of different structures under fixed condition and base isolated condition. In this study, two building’s are considered first structure is G+13 storey building and second is G+5 storey building which is designed and analyzed in E TABS 13.2.1 software.
Retrofitting and Strengthening of Damaged Reinforced Concrete Columns Using S...IJMER
Six reinforced concrete rectangular columns with a cross section 120x160 mm and 800 mm
length were casted and tested until failure. Two control columns were tested under axial load and four
columns were tested under different eccentricities e/t= (6.30%, 12.5%, 18.75% and 25%). All specimens
were retrofitted by replacing the loose concrete part by grout mortar. Strengthening was carried out using
four vertical steel angles, two angles 30x30x3mm in eccentricity direction and two angles 15x15x3 mm in
the reverse direction all wrapped with expanded three plies steel wire mesh. However, the steel wire mesh
jacket was injected by cement mortar. The test results showed that columns strengthened with four vertical
steel angles wrapped with three plies steel wire mesh tested under different eccentricity recorded a higher
failure load than that wrapped with three plies steel wire mesh only. The increase in column carrying
capacity ranged from 102.5% to 112%
This Report covers the technique of retrofitting of existing as well as worn out structures using FRP laminates. Thermal stresses are imposed into the samples to mimic fire in a building. It is then tested for strength, repaired using 250 gsm glass fiber reinforced polymer and then tested for strength again. It was observed that the lost strength of the samples subjected to thermal stresses was regained.
Finite Element Analysis of RCC Beam with Rectangular Openings Strengthed by D...shaikkhaleel28
Openings in the web of RCC beam provides vital role for the passage of electrical and mechanical passages. Due to the opening in the beam causes the reduction in the stiffness also leads to cracking, more deflection loss of load bearing capacity near the opening of the beam. To avoid these problems strengthening of the opening with different frp’s have tested in this study. A nonlinear geometrical analysis of RCC beam of size 450 by 230 with different size of rectangular openings like 200 by 100, 250 by 100 & 300 by 100 are near to the support are analysed with FEM (Mechanical APDL software) strengthen with different types of frp’s like CFRP, E- GLASS EPOXY, S- GLASS EPOXY, FRP, KELVAR -49 (ARAMID EPOXY) are studied with principal stresses (compressive & tensile), displacement in vertical direction , elastic strain in y direction , shear failure & ultimate load bearing capacity of strengthen beam and un strengthen beam near the opening element of the beam results have been studied. To avoid the shear failure of the beam more shear reinforcement is provided to the beam based on the design approach given by AIJ Architectural Institute of Japan. Using material model like LINK 180 for reinforcement, SOLID 65 for concrete, SOLID 45 for the different types of frp’s, and using of Fe 550 for reinforcement, these models are used for the modelling and meshing of the RCC beam with rectangular opening strengthen with different frp’s. Finally the crack pattern, size of crack load at which shear failure occurred is studied in these under different frp’s strengthening near the element of rectangular opening
Key Words: Mechanical APDL, nonlinear geometric analysis, FRP’S,CFRP, E-GLASS EPOXY, S- GLASS EPOXY, KELVAR-49, LINK 180, SOLID 65 & 45.
Seismic Retrofitting of a RC Building by Adding Steel Plate Shear WallsIOSR Journals
This paper deals with the step-by-step retrofitting of buildings by using steel plate shear walls
(SPSWs) with the aid of SAP2000 programme. One type of reinforced concrete building is selected for
evaluation. This building represents the most used forms of residential buildings in the Sudan, in terms of
geometric form, and dimensions. This paper uses the equivalent static method provided in the regulations
proposed by the Egyptian Society for Earthquake Engineering. One typical model was selected from the existing
residual buildings in Khartoum city, as a case study. The proposed methodology that has been used to evaluate
the seismic resistance of chosen building is done through the design of the structural elements of the buildings
before and after adding the seismic forces. The retrofitting of building was done by using steel plate shear walls
with thicknesses of 5mm, 7mm and 10mm. From the results obtained, it was found that the use of two additional
SPSWs with 7 mm thickness placed at the internal frame of the existing system, resulted in a reduction of
bending moments in the columns and beams. The increase of thickness has a clear effect on the bending moment
of the columns, but has little effects on the bending moments of the beams.
Strengthening Of Beams for flexure Using FRPReham fawzy
Introduction : ( What is FRP ? ) .
Fiber Material Behavior .
FRP STRENGTHENING SYSTEMS .
Analysis and design .
Application requirements for repair and strengthening works .
Repair and Retrofit on Beam and Column Jointsamerald24
A research experiment has been conducted on the structural performance of repaired minor damaged reinforced concrete beam and column Joints using composite known as CFRP (Carbon Fiber Reinforced Polymer) under simulated cyclic 2D loadings to find the practical lamination repair scheme for flexural strengthening, shear strengthening, and joint strengthening.
The Company has been at the forefront of the industry by offering the most extensive range of Metal roofing Products Sandwich PUF Panels Manufacturers, Polyurethane Panels Manufacturers, EPS Panel.
This slide describes the smart materials that are commonly used in civil engineering infrastructure like bridge, road, building etc for measurement of deflection, crack and seismic protection.
International Journal of Engineering Research and DevelopmentIJERD Editor
Electrical, Electronics and Computer Engineering,
Information Engineering and Technology,
Mechanical, Industrial and Manufacturing Engineering,
Automation and Mechatronics Engineering,
Material and Chemical Engineering,
Civil and Architecture Engineering,
Biotechnology and Bio Engineering,
Environmental Engineering,
Petroleum and Mining Engineering,
Marine and Agriculture engineering,
Aerospace Engineering.
Strengthening Of Beams for flexure Using FRPReham fawzy
Introduction : ( What is FRP ? ) .
Fiber Material Behavior .
FRP STRENGTHENING SYSTEMS .
Analysis and design .
Application requirements for repair and strengthening works .
Repair and Retrofit on Beam and Column Jointsamerald24
A research experiment has been conducted on the structural performance of repaired minor damaged reinforced concrete beam and column Joints using composite known as CFRP (Carbon Fiber Reinforced Polymer) under simulated cyclic 2D loadings to find the practical lamination repair scheme for flexural strengthening, shear strengthening, and joint strengthening.
The Company has been at the forefront of the industry by offering the most extensive range of Metal roofing Products Sandwich PUF Panels Manufacturers, Polyurethane Panels Manufacturers, EPS Panel.
This slide describes the smart materials that are commonly used in civil engineering infrastructure like bridge, road, building etc for measurement of deflection, crack and seismic protection.
International Journal of Engineering Research and DevelopmentIJERD Editor
Electrical, Electronics and Computer Engineering,
Information Engineering and Technology,
Mechanical, Industrial and Manufacturing Engineering,
Automation and Mechatronics Engineering,
Material and Chemical Engineering,
Civil and Architecture Engineering,
Biotechnology and Bio Engineering,
Environmental Engineering,
Petroleum and Mining Engineering,
Marine and Agriculture engineering,
Aerospace Engineering.
Pushing the limits of ePRTC: 100ns holdover for 100 daysAdtran
At WSTS 2024, Alon Stern explored the topic of parametric holdover and explained how recent research findings can be implemented in real-world PNT networks to achieve 100 nanoseconds of accuracy for up to 100 days.
Why You Should Replace Windows 11 with Nitrux Linux 3.5.0 for enhanced perfor...SOFTTECHHUB
The choice of an operating system plays a pivotal role in shaping our computing experience. For decades, Microsoft's Windows has dominated the market, offering a familiar and widely adopted platform for personal and professional use. However, as technological advancements continue to push the boundaries of innovation, alternative operating systems have emerged, challenging the status quo and offering users a fresh perspective on computing.
One such alternative that has garnered significant attention and acclaim is Nitrux Linux 3.5.0, a sleek, powerful, and user-friendly Linux distribution that promises to redefine the way we interact with our devices. With its focus on performance, security, and customization, Nitrux Linux presents a compelling case for those seeking to break free from the constraints of proprietary software and embrace the freedom and flexibility of open-source computing.
GridMate - End to end testing is a critical piece to ensure quality and avoid...ThomasParaiso2
End to end testing is a critical piece to ensure quality and avoid regressions. In this session, we share our journey building an E2E testing pipeline for GridMate components (LWC and Aura) using Cypress, JSForce, FakerJS…
UiPath Test Automation using UiPath Test Suite series, part 5DianaGray10
Welcome to UiPath Test Automation using UiPath Test Suite series part 5. In this session, we will cover CI/CD with devops.
Topics covered:
CI/CD with in UiPath
End-to-end overview of CI/CD pipeline with Azure devops
Speaker:
Lyndsey Byblow, Test Suite Sales Engineer @ UiPath, Inc.
Removing Uninteresting Bytes in Software FuzzingAftab Hussain
Imagine a world where software fuzzing, the process of mutating bytes in test seeds to uncover hidden and erroneous program behaviors, becomes faster and more effective. A lot depends on the initial seeds, which can significantly dictate the trajectory of a fuzzing campaign, particularly in terms of how long it takes to uncover interesting behaviour in your code. We introduce DIAR, a technique designed to speedup fuzzing campaigns by pinpointing and eliminating those uninteresting bytes in the seeds. Picture this: instead of wasting valuable resources on meaningless mutations in large, bloated seeds, DIAR removes the unnecessary bytes, streamlining the entire process.
In this work, we equipped AFL, a popular fuzzer, with DIAR and examined two critical Linux libraries -- Libxml's xmllint, a tool for parsing xml documents, and Binutil's readelf, an essential debugging and security analysis command-line tool used to display detailed information about ELF (Executable and Linkable Format). Our preliminary results show that AFL+DIAR does not only discover new paths more quickly but also achieves higher coverage overall. This work thus showcases how starting with lean and optimized seeds can lead to faster, more comprehensive fuzzing campaigns -- and DIAR helps you find such seeds.
- These are slides of the talk given at IEEE International Conference on Software Testing Verification and Validation Workshop, ICSTW 2022.
Dr. Sean Tan, Head of Data Science, Changi Airport Group
Discover how Changi Airport Group (CAG) leverages graph technologies and generative AI to revolutionize their search capabilities. This session delves into the unique search needs of CAG’s diverse passengers and customers, showcasing how graph data structures enhance the accuracy and relevance of AI-generated search results, mitigating the risk of “hallucinations” and improving the overall customer journey.
SAP Sapphire 2024 - ASUG301 building better apps with SAP Fiori.pdfPeter Spielvogel
Building better applications for business users with SAP Fiori.
• What is SAP Fiori and why it matters to you
• How a better user experience drives measurable business benefits
• How to get started with SAP Fiori today
• How SAP Fiori elements accelerates application development
• How SAP Build Code includes SAP Fiori tools and other generative artificial intelligence capabilities
• How SAP Fiori paves the way for using AI in SAP apps
UiPath Test Automation using UiPath Test Suite series, part 4DianaGray10
Welcome to UiPath Test Automation using UiPath Test Suite series part 4. In this session, we will cover Test Manager overview along with SAP heatmap.
The UiPath Test Manager overview with SAP heatmap webinar offers a concise yet comprehensive exploration of the role of a Test Manager within SAP environments, coupled with the utilization of heatmaps for effective testing strategies.
Participants will gain insights into the responsibilities, challenges, and best practices associated with test management in SAP projects. Additionally, the webinar delves into the significance of heatmaps as a visual aid for identifying testing priorities, areas of risk, and resource allocation within SAP landscapes. Through this session, attendees can expect to enhance their understanding of test management principles while learning practical approaches to optimize testing processes in SAP environments using heatmap visualization techniques
What will you get from this session?
1. Insights into SAP testing best practices
2. Heatmap utilization for testing
3. Optimization of testing processes
4. Demo
Topics covered:
Execution from the test manager
Orchestrator execution result
Defect reporting
SAP heatmap example with demo
Speaker:
Deepak Rai, Automation Practice Lead, Boundaryless Group and UiPath MVP
Observability Concepts EVERY Developer Should Know -- DeveloperWeek Europe.pdfPaige Cruz
Monitoring and observability aren’t traditionally found in software curriculums and many of us cobble this knowledge together from whatever vendor or ecosystem we were first introduced to and whatever is a part of your current company’s observability stack.
While the dev and ops silo continues to crumble….many organizations still relegate monitoring & observability as the purview of ops, infra and SRE teams. This is a mistake - achieving a highly observable system requires collaboration up and down the stack.
I, a former op, would like to extend an invitation to all application developers to join the observability party will share these foundational concepts to build on:
The Art of the Pitch: WordPress Relationships and SalesLaura Byrne
Clients don’t know what they don’t know. What web solutions are right for them? How does WordPress come into the picture? How do you make sure you understand scope and timeline? What do you do if sometime changes?
All these questions and more will be explored as we talk about matching clients’ needs with what your agency offers without pulling teeth or pulling your hair out. Practical tips, and strategies for successful relationship building that leads to closing the deal.
GraphRAG is All You need? LLM & Knowledge GraphGuy Korland
Guy Korland, CEO and Co-founder of FalkorDB, will review two articles on the integration of language models with knowledge graphs.
1. Unifying Large Language Models and Knowledge Graphs: A Roadmap.
https://arxiv.org/abs/2306.08302
2. Microsoft Research's GraphRAG paper and a review paper on various uses of knowledge graphs:
https://www.microsoft.com/en-us/research/blog/graphrag-unlocking-llm-discovery-on-narrative-private-data/
1. DEMEASS IV, March 26-30 2011 Urspelt (Luxemburg) Progresses on the vibro-acoustic design of a class of aluminium sandwich plates Vincenzo D’Alessandro, Francesco Franco, Sergio De Rosa, TizianoPolito ælab‐Vibrations and AcousticsLaboratory Departmentof AerospaceEngineering Università degli Studi di Napoli “Federico II” Via Claudio 21, 80125, Napoli, Italy www.dias.unina.it
9. Conclusions and Future WorkProgresses on the vibro-acoustic design of a class of aluminium sandwich plates 2
10.
11. A new concept of sandwich plate (all aluminum based) was tested in order to get the typical results available with more complicated configurations.
12. This work is the straight continuation of the work presented in the last DEMEASS.
13. Activities herein presented will be continued and extended under the project SUPERPANELS (www.superpanels.unina.it).Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 3
14. References Kurtze and Watters (1959) studied the application of sandwich panels to increase the sound insulation between adjoining spaces. They investigated the relation between bending and shear waves and TL characteristics. Lang and Dym(1975) optimized the design of a sandwich panel with the goal to exceed the TL values predicted by the mass law by at least 20 dB in a selected frequency range. Barton and Grosveld(1981) considered an aeronautical application of honeycomb panels to improve sidewall attenuation in a light twin-engine. Thamburaj and Sun (2002) demonstrated that an anisotropic core can lead to higher TL and that the proper design of face sheet thickness can further improve the performance. NASA tests (2002) about the performance of sandwich structures with a core made of a lattice of truss elements are available. Cunefare et al. (2003) gave additional indication that structural acoustic optimization has the potential to achieve significant gains to reduce interior noise levels in aerospace structures. Franco et al. (2007) analyzed the optimization of the structural-acoustic characteristics of various and innovative sandwich configurations. They considered different core configurations, and those having a truss geometry have been very promising configurations, since it is possible control the stiffness along the two direction in-plane of the panel. Franco, De Rosa and Polito(2010) demonstrated that the vibro-acoustic responses can improve if a random stiffness is imposed over an optimized configuration, highlighting that randomization represents a very cheap simulation step. Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 4
15. DEMEASS III: A Review Sandwich panel with truss-core 18128 and 23664 rodsalong the X and Z axes, respectively Effect of a randomization of the stiffness properties on the optimized configuration has been analyzed. Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 5
16. DEMEASS III – A Review @ 740 Hz Optimized resin Optimized+Randomized resin Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 6
18. ECOCELL Core: Concept – Basic Unit Equivalent COreCELL: an aluminium (plate-like) basic element able to reproduce the complexity of the resin core cells. Core modular element (dimensions in mm) Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 8
19. ECOCELL Core: Global view Truss-like core 16 stiffeners along x-axis 11 stiffeners along z-axis Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 9
20. ECOCELL Core: Global view of the sandwich Basic Sandwich Panel Configuration Lx=0.640 m, Lz=0.420 m FE mesh: 10965 grid points 10752 four-point plate element. 2 m Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 10
21. Vibro-acoustic Indicators Continuos Discrete v(ω) is the velocity vector R(ω) is the radiation resistance matrix Ais the nodal equivalent areas matrix Thus, it is possible, on the base of the results achieved from a frequency response analysis of the finite element model of a generic plane structure, to calculate the radiated acoustic power. Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 11
23. Numerical Results (cont’d) Influence of CoreConfiguration 106 Base_1mm D_1mm E_1mm 105 C_1mm 104 V2MS [m2/s2] 103 102 101 01000 2000300040005000 Frequency [Hz] Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 13
24. Numerical Results (cont’d) Influence of CoreConfiguration 80 Base_1mm D_1mm E_1mm 70 C_1mm dB 60 50 40 C_1mm configuration 30 01000 2000300040005000 Frequency [Hz] Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 14
25. Numerical Results (cont’d) Influence of Face-Sheet Thickness 80 Base_1mm Base_2mm Base_3mm 70 dB 60 50 40 30 01000 2000300040005000 Frequency [Hz] Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 15
26. Numerical Results (cont’d) Randomness of the Core Stiffness (1/4) It was investigated the effect of the addition of a random distribution of the core stiffness. The random distributions were based on two (uncoupled) Gaussian functions. 106 Base_1mm sr = 40% sr = 60% 105 sr = 70% 104 V2MS [m2/s2] 103 102 sr = 70% 101 01000 2000300040005000 Frequency [Hz] Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 16
27. Numerical Results (cont’d) Randomness of the Core Stiffness (2/4) Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 17
28. Numerical Results (cont’d) Randomness of the Core Stiffness (3/4) 106 C_1mm C7_1mm C1_1mm C2_1mm 105 C3_1mm C4_1mm C5_1mm C6_1mm 104 C7_1mm V2MS [m2/s2] 103 102 101 01000 2000300040005000 Frequency [Hz] Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 18
29. Numerical Results (cont’d) Randomness of the Core Stiffness (4/4) 106 80 C_1mm C1_1mm C2_1mm 70 C3_1mm C4_1mm C5_1mm 60 C6_1mm dB C7_1mm 50 40 30 20 01000 2000300040005000 Frequency [Hz] Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 19
32. Constraint: weight of the core, i.e. the thickness of the stiffeners are explicitly linked because is imposed a constraint on their variations so as to keep the core weight less or equal to the value of the initial configuration
33. Objective Functions: the simplest objective function is the average of the square structural velocity on the radiating face sheet and over the chosen frequency range
34. NG = number of discrete sample points on the face of the panel
35. NF = number of frequency sample pointsProgresses on the vibro-acoustic design of a class of aluminium sandwich plates 20
36. Numerical Results (cont’d) Optimization of the ECOCELL Core (2/2) 104 C7_1mm Optimizerconfiguration 103 V2MS [m2/s2] 102 101 1800 200022002400 Frequency [Hz] Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 21
37. Experimental Tests – The 1st prototype Manufacturing Problems ECOCELL core in steel instead of aluminum alloy Face sheet 3 mm thick and grooved in correspondence of the stiffeners positions to facilitate their installation Pods filled with epoxy glue There is contact in the intersection of stiffeners! Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 22
38. Experimental Tests – The 1st prototype Modal analysis – Impact testing by using LMS TESTLab Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 23
39.
40. Vibro-acoustic response of several articles with common structure and difference in skin and core have been analyzed in terms of mean square velocity and radiated acoustic power, evaluating the influence of core configurations.
43. Find the right technology to manufacture the sandwich panel, in order to compare numerical and experimental tests.Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 24
46. The imposed boundary condition has both the face-sheet simply supported on their four edges.
47. In all models the in-plane dimensions of the panel are kept constant.
48. Sandwich panels with the same total mass are compared since the mass variation is a critical design parameter due to the characteristics of panel TL vs. mass.
49. The dynamic load was a pressure distribution according to a monopole acoustic source located 2 m. from the plate.
50. The structural-acoustic response is characterized in terms of mean square velocity - averaged over the spatial domain – and radiated acoustic power, calculated by using a finite element approach.
52. Randomization: effect of the addition of a random distribution of the core stiffness. The random distributions were based on two (uncoupled) Gaussian functions.Progresses on the vibro-acoustic design of a class of aluminium sandwich plates 26