This study numerically simulates and experimentally tests the explosive hydroforming process used to form torispherical heads made of aluminum alloy AA5083. Finite element models using LS-DYNA software were developed to simulate the process, applying the Johnson-Cook and Modified Zerilli-Armstrong constitutive models. The models were verified against experimental tests. The simulation captured most material behaviors under different stress states but did not fully describe the transient zone between tension and compression. The predicted width of the transient rim was smaller than seen experimentally. Overall the blast loading simulation showed good agreement with Cole's relation for underwater detonation of small charges, with 95% accuracy.
Experimental Determination of Fracture Energy by RILEM Methodtheijes
This paper deals with investigation of fracture energy (GF) of concrete. The study involves experimental determination of fracture energy (GF) by testing three point bend concrete beams of same size but varying notch to depth ratios. RILEM fracture energy (GF) and Stress Intensity factor values is determined
Review on the Effect of Shear Connectors on Composite Deck SlabsIJAEMSJORNAL
This paper presents a review on the effect of shear connectors on composite deck slabs. Composite deck slabs consist of profile deck sheet and concrete. Several researchers have been studying the behaviour of composite slab but due to its complex behaviour yet it is not completely understood. The behaviour of composite slab directly depends on the deformability and contact strength. Here, some important literature reviews regarding composite slab behavior incorporating different profiles were discussed.
International Journal of Engineering and Science Invention (IJESI)inventionjournals
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online
Dynamic Analysis of Double-Skin Composite Steel PlatesIOSR Journals
Double Skin Composite (DSC) plates are subjected to impact required to cause complete perforation and the accompanied failure modes are investigated. The amount of energy absorbed is calculated by capturing the residual velocity of penetrator after perforating the lower plate. The difference in initial kinetic energy and residual kinetic energy is the amount of energy absorbed by the panel. In the present paper a non-linear three-dimensional finite element models for Double Skin Composite panels subjected to dynamic loading is introduced. Pilot model is used to investigate the failure pattern in the composite panel when subjected to impact loads by rigid steel penetrator, while the other models are used to analyze the energy absorption capacity of such system when perforated. Results showed that such elements have good ability of absorbing energy when subjected to perforation, due to ductility of lower plate skin and vertical stiffness of lower shear studs.
Two different schemes called “ties and longitudinal stiffeners” were proposed for improving the performance of stainless steel square thin walled tubes. An analytical study using finite element models loaded axially has been conducted. Both geometric and material nonlinearities were considered. Those models were verified against the results obtained from previous researches. The analytical study compared between unstiffened, ties stiffened and longitudinally stiffened stainless steel square thin walled tubes. The studied parameters were square thin walled tube width-to-thickness ratio (W/t) and the axial spacing of stiffening along the length. It was observed that the axial load strength can be enhanced by proposed ties stiffening schemes.
Prediction Models for Sliding Wear of AA3003/Al2O3 CompositesIJERA Editor
In the present work, the AA3003/Al2O3 metal matrix composites were manufactured at 10% and 30% volume
fractions of Al2O3. The composites were wear tested at different levels of normal load, sliding speed and sliding
distances. The microstructure of worn surfaces pertaining to AA3003/ Al2O3 composite reveals the fracture of
AA3033 alloy matrix as well as the detachment of Al2O3 particles from the matrix.
REVIEW ON ANALYSIS OF CREEP IN AN ISOTROPIC UNIFORM COMPOSITE CYLINDERijiert bestjournal
The steady state creep in Al- SiCP composite cylinder subjected to internal pressure was investigated. The creep
behavior of the material was described by threshold stress based creep law by assuming a stress exponent of 5.
The effect of size and content of the reinforcement (SiCP), and operating temperature on the stresses and strain
rates in the composite cylinder were investigated. The stresses in the cylinder did not have significant variation
with varying size and content of the reinforcement, and operating temperature. However, the tangential as well
as radial strain rates in the cylinder could be reduced to a significant extent by decreasing size of SiCP,
increasing the content of SiCP and decreasing operating temperature.
The purpose of the experimental work presented in this study is to study the effect
of concrete compressive strength and steel reinforcement ratio on capacity and
deflection of reinforced concrete two-way slabs. Three steel reinforcement ratios are
considered which are minimum, maximum and average of them in addition to two
concrete compressive strength
values of 20 and 30 MPa. The results from
experimental work show that increasing the reinforcing steel ratio leads to increase the
ultimate capacity of the slab in addition to decrease the maximum deflection. For slabs
with
= 20 MPa, increasing the reinforcing steel ratio from the minimum to the
maximum, i.e. 600 %, leads to increase ultimate capacity by about 156 % and decrease
maximum deflection by about 52 %. Wheras, For slabs with
= 30 MPa, increasing
the reinforcing steel ratio from the minimum to the maximum, i.e. 900 %, leads to
increase ultimate capacity by about 155 % and decrease maximum central deflection
by about 27 %. In addition, matmatical expresions for load-deflection relationships are
presented in the current study
Experimental Determination of Fracture Energy by RILEM Methodtheijes
This paper deals with investigation of fracture energy (GF) of concrete. The study involves experimental determination of fracture energy (GF) by testing three point bend concrete beams of same size but varying notch to depth ratios. RILEM fracture energy (GF) and Stress Intensity factor values is determined
Review on the Effect of Shear Connectors on Composite Deck SlabsIJAEMSJORNAL
This paper presents a review on the effect of shear connectors on composite deck slabs. Composite deck slabs consist of profile deck sheet and concrete. Several researchers have been studying the behaviour of composite slab but due to its complex behaviour yet it is not completely understood. The behaviour of composite slab directly depends on the deformability and contact strength. Here, some important literature reviews regarding composite slab behavior incorporating different profiles were discussed.
International Journal of Engineering and Science Invention (IJESI)inventionjournals
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online
Dynamic Analysis of Double-Skin Composite Steel PlatesIOSR Journals
Double Skin Composite (DSC) plates are subjected to impact required to cause complete perforation and the accompanied failure modes are investigated. The amount of energy absorbed is calculated by capturing the residual velocity of penetrator after perforating the lower plate. The difference in initial kinetic energy and residual kinetic energy is the amount of energy absorbed by the panel. In the present paper a non-linear three-dimensional finite element models for Double Skin Composite panels subjected to dynamic loading is introduced. Pilot model is used to investigate the failure pattern in the composite panel when subjected to impact loads by rigid steel penetrator, while the other models are used to analyze the energy absorption capacity of such system when perforated. Results showed that such elements have good ability of absorbing energy when subjected to perforation, due to ductility of lower plate skin and vertical stiffness of lower shear studs.
Two different schemes called “ties and longitudinal stiffeners” were proposed for improving the performance of stainless steel square thin walled tubes. An analytical study using finite element models loaded axially has been conducted. Both geometric and material nonlinearities were considered. Those models were verified against the results obtained from previous researches. The analytical study compared between unstiffened, ties stiffened and longitudinally stiffened stainless steel square thin walled tubes. The studied parameters were square thin walled tube width-to-thickness ratio (W/t) and the axial spacing of stiffening along the length. It was observed that the axial load strength can be enhanced by proposed ties stiffening schemes.
Prediction Models for Sliding Wear of AA3003/Al2O3 CompositesIJERA Editor
In the present work, the AA3003/Al2O3 metal matrix composites were manufactured at 10% and 30% volume
fractions of Al2O3. The composites were wear tested at different levels of normal load, sliding speed and sliding
distances. The microstructure of worn surfaces pertaining to AA3003/ Al2O3 composite reveals the fracture of
AA3033 alloy matrix as well as the detachment of Al2O3 particles from the matrix.
REVIEW ON ANALYSIS OF CREEP IN AN ISOTROPIC UNIFORM COMPOSITE CYLINDERijiert bestjournal
The steady state creep in Al- SiCP composite cylinder subjected to internal pressure was investigated. The creep
behavior of the material was described by threshold stress based creep law by assuming a stress exponent of 5.
The effect of size and content of the reinforcement (SiCP), and operating temperature on the stresses and strain
rates in the composite cylinder were investigated. The stresses in the cylinder did not have significant variation
with varying size and content of the reinforcement, and operating temperature. However, the tangential as well
as radial strain rates in the cylinder could be reduced to a significant extent by decreasing size of SiCP,
increasing the content of SiCP and decreasing operating temperature.
The purpose of the experimental work presented in this study is to study the effect
of concrete compressive strength and steel reinforcement ratio on capacity and
deflection of reinforced concrete two-way slabs. Three steel reinforcement ratios are
considered which are minimum, maximum and average of them in addition to two
concrete compressive strength
values of 20 and 30 MPa. The results from
experimental work show that increasing the reinforcing steel ratio leads to increase the
ultimate capacity of the slab in addition to decrease the maximum deflection. For slabs
with
= 20 MPa, increasing the reinforcing steel ratio from the minimum to the
maximum, i.e. 600 %, leads to increase ultimate capacity by about 156 % and decrease
maximum deflection by about 52 %. Wheras, For slabs with
= 30 MPa, increasing
the reinforcing steel ratio from the minimum to the maximum, i.e. 900 %, leads to
increase ultimate capacity by about 155 % and decrease maximum central deflection
by about 27 %. In addition, matmatical expresions for load-deflection relationships are
presented in the current study
Experimental Verification and Validation of Stress Distribution of Composite ...Journal For Research
Now a day in all sector weight reduction is most important criteria for lowering the cost & high performance. For weight reduction composite material is good option to solve weight related problems. In this paper we describe analysis of composite glass fibre material with mild steel material comparison. For analysis purpose we can use FEA software. The objective of this paper is compare things like different loading conditions stress distribution etc.
Low cycle biaxial fatigue behavior of direct aged Nickel-based 718 superalloy IJERA Editor
In recent years, significant advances in the fabrication process of nickel-base supperalloy leading to grain size
reduction have been made in order to improve fatigue properties of aircraft turbine discs. Indeed, a change in
particle size affects the initiation mode of fatigue cracks as well as the fatigue life of the material. The present
study aims to investigate the fatigue behavior of a newly developed nickel-based superalloy under biaxial-planar
loading. Low Cycle Fatigue (LCF) tests are performed at different stress ratios to study the influence of the
multiaxial stress state on the fatigue life of the material. Full-field displacement and strain measurements as well
as crack initiation detection are obtained using Digital Image Correlation (DIC) techniques. Results related to
different load ratios are presented and an appropriate biaxial lifetime prediction is given. Crack detection, strain
amplitude and number of cycles to crack initiation vs. triaxial stress ratio for each loading case are mentionned.
From fractographic investigations by scanning electron microscopy it is found that the mechanism of fatigue
crack initiation does not depend on the triaxial stress ratio and that most fatigue cracks initiate from subsurface
carbides.
Assessment of Methods for Development of Confinement Model of Low Strength Re...IJERA Editor
Reinforced Concrete is composed of concrete and steel, where compressive strength of concrete and tensile strength of steel are utilized to achieve the required member strength. The high tensile property of steel is thus used to confine and increase compressive strength and ductility of RC columns. Confined concrete is defined as concrete that is restrained laterally by any internal or external means i.e. reinforcement consisting of steel stirrups or spirals, Fiber Reinforced Polymer (FRP), Circular Concrete Filled Steel Tube, RC shell jacketing etc. An appropriate amount of confinement increases the strength, ductility and energy dissipation capacity of RC members. This paper focuses on finding out strength and ductility enhancement of low strength RC columns by reinforcement using existing confinement models. Confinement models are stress-strain curves developed for concrete compression member under uniaxial or dynamic loading, confined with transverse reinforcement. Different models along with their experimental validations are discussed in this paper to get state of the art knowledge of confinement studies possible for low strength concrete. The models recommended from this study are used to evaluate existing structures made with low strength concrete.
Stress Analysis of FRP Composite Cylinder with Closed EndsIOSR Journals
Composite cylinders made of a polymer matrix such as epoxy reinforced with glass or carbon fibers possess extremely high strength. Proper modeling of FRP composite cylinder is very essential for many applications. FRP composite cylinders are commonly used in the aerospace, automotive, marine and construction industries. The present work is to study the variation of stressesat the top end, middle and bottom end portions of a composite cylinder by varying the diameter to thickness ratio(S) and fiber angle (θ).The four layered angle ply (θ0/-θ0/-θ0/θ0) composite cylinder is considered forthe present work and behavior of each portion (Top end, middle and Bottom end) is studied.For the present work composite cylinder is modeled in ANSYS and analysis was carried out using numerical software. It isfound thatthe increment of stress takes place linearly with respect to D/t ratio due to reduction in thickness of the layer.The critical fiber angle is 45⁰ to 60⁰ as it offers high resistance against axial and circumferential deformation in middle and end portions.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Regression analysis of shot peening process for performance characteristics o...IJMER
International Journal of Modern Engineering Research (IJMER) is Peer reviewed, online Journal. It serves as an international archival forum of scholarly research related to engineering and science education.
Finite Element Analysis of honeycomb using AbaqusUdayan Ghosh
Prepared 3D CAD model of honeycomb in SolidWorks; studied structural behavior for static and dynamic loading
Performed mesh refinement, verification, validation and error analysis for the FEA
Experimental Verification and Validation of Stress Distribution of Composite ...Journal For Research
Now a day in all sector weight reduction is most important criteria for lowering the cost & high performance. For weight reduction composite material is good option to solve weight related problems. In this paper we describe analysis of composite glass fibre material with mild steel material comparison. For analysis purpose we can use FEA software. The objective of this paper is compare things like different loading conditions stress distribution etc.
Low cycle biaxial fatigue behavior of direct aged Nickel-based 718 superalloy IJERA Editor
In recent years, significant advances in the fabrication process of nickel-base supperalloy leading to grain size
reduction have been made in order to improve fatigue properties of aircraft turbine discs. Indeed, a change in
particle size affects the initiation mode of fatigue cracks as well as the fatigue life of the material. The present
study aims to investigate the fatigue behavior of a newly developed nickel-based superalloy under biaxial-planar
loading. Low Cycle Fatigue (LCF) tests are performed at different stress ratios to study the influence of the
multiaxial stress state on the fatigue life of the material. Full-field displacement and strain measurements as well
as crack initiation detection are obtained using Digital Image Correlation (DIC) techniques. Results related to
different load ratios are presented and an appropriate biaxial lifetime prediction is given. Crack detection, strain
amplitude and number of cycles to crack initiation vs. triaxial stress ratio for each loading case are mentionned.
From fractographic investigations by scanning electron microscopy it is found that the mechanism of fatigue
crack initiation does not depend on the triaxial stress ratio and that most fatigue cracks initiate from subsurface
carbides.
Assessment of Methods for Development of Confinement Model of Low Strength Re...IJERA Editor
Reinforced Concrete is composed of concrete and steel, where compressive strength of concrete and tensile strength of steel are utilized to achieve the required member strength. The high tensile property of steel is thus used to confine and increase compressive strength and ductility of RC columns. Confined concrete is defined as concrete that is restrained laterally by any internal or external means i.e. reinforcement consisting of steel stirrups or spirals, Fiber Reinforced Polymer (FRP), Circular Concrete Filled Steel Tube, RC shell jacketing etc. An appropriate amount of confinement increases the strength, ductility and energy dissipation capacity of RC members. This paper focuses on finding out strength and ductility enhancement of low strength RC columns by reinforcement using existing confinement models. Confinement models are stress-strain curves developed for concrete compression member under uniaxial or dynamic loading, confined with transverse reinforcement. Different models along with their experimental validations are discussed in this paper to get state of the art knowledge of confinement studies possible for low strength concrete. The models recommended from this study are used to evaluate existing structures made with low strength concrete.
Stress Analysis of FRP Composite Cylinder with Closed EndsIOSR Journals
Composite cylinders made of a polymer matrix such as epoxy reinforced with glass or carbon fibers possess extremely high strength. Proper modeling of FRP composite cylinder is very essential for many applications. FRP composite cylinders are commonly used in the aerospace, automotive, marine and construction industries. The present work is to study the variation of stressesat the top end, middle and bottom end portions of a composite cylinder by varying the diameter to thickness ratio(S) and fiber angle (θ).The four layered angle ply (θ0/-θ0/-θ0/θ0) composite cylinder is considered forthe present work and behavior of each portion (Top end, middle and Bottom end) is studied.For the present work composite cylinder is modeled in ANSYS and analysis was carried out using numerical software. It isfound thatthe increment of stress takes place linearly with respect to D/t ratio due to reduction in thickness of the layer.The critical fiber angle is 45⁰ to 60⁰ as it offers high resistance against axial and circumferential deformation in middle and end portions.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Regression analysis of shot peening process for performance characteristics o...IJMER
International Journal of Modern Engineering Research (IJMER) is Peer reviewed, online Journal. It serves as an international archival forum of scholarly research related to engineering and science education.
Finite Element Analysis of honeycomb using AbaqusUdayan Ghosh
Prepared 3D CAD model of honeycomb in SolidWorks; studied structural behavior for static and dynamic loading
Performed mesh refinement, verification, validation and error analysis for the FEA
In this paper we have analyzed the stress distribution over a rectangular specimen
with hybrid composite material at its central hole. Using Vacuum bag technique the
material has been fabricated and it consists of carbon and glass fiber with epoxy. The
cross ply lamina arrangement with alternate carbon and glass has increased the
strength of the structure. This is because carbon properties are high compared to
glass. The cutouts made in typical aircraft and automobile components reduce the
weight and bulking load carrying capacity of the aircraft according to the weight
reduction law. Three specimens were used to carry out experimental investigations as
per ASTM D5766 in the universal testing machine. We have analyzed and compared
the results of the stress concentration in the rectangular specimen with a hole using
FEA
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ABSTRACT
The report describe the results obtained from a tensile test. This was in determination of the ultimate tensile strength of both metals and polymeric materials. It is common knowledge that materials have certain unique properties but assigning the exact values to them requires a well outlined laboratory procedure. The materials under testing were; steel, aluminum, high density polyethylene, and low density polyethylene. The results obtained were analyzed and presented in graphical form.
INTRODUCTION
The Ultimate Tensile strength of a material is the maximum amount of stress that a given material can tolerate when pulling forces are applied at both ends, without failing. Ultimate Tensile strength is differentiated from compressive strength in that the former is acted upon by forces that pull a material outwards on both sides while the latter is acted upon by forces that push a material inwards. (David, 2008) Tensile strength is determined by using a cylindrical sample of known length and cross sectional area and subjecting it to tensile forces in a tensile machine. Most commonly used tensile machines include: lab master z-direction tensile tester and universal tester. (David, 2008) When the tests are carried out, the stress-strain relationships is easily determined hence making it easy to deduce the ultimate tensile strength of the material specimen and its young’s modulus.
When designing for rigid structures, the properties of various construction materials need to be determined. (David, 2008)The reason being materials are subject to external forces when used in construction of structures. Different materials have different properties due to differences in their molecular structure. This fact is evident in the case of metals and polymeric samples which exhibit different physical and chemical properties due to variances in molecular structure and in extension atomic composition. This makes them react differently to when subjected to external forces. Metal are generally stronger than polymers hence used in area which experience heavy loading in a structure. In order for one to find the most suitable material for a particular project, material property needs to be known, with the most natural property being tensile strength.
Steel and aluminum are the most commonly used metals in construction projects. They have both high electrical and thermal conductivity, relatively high densities, high melting points, and both high ultimate and yield strength. (Gordon, 1976)Steel is mostly used together with concrete to form rigid structure such as buildings and dams. Aluminum is mostly us ...
The cutting-edge applications that the engineers are bringing with using finite element procedure for the human civilization and the emergence of new techniques in solving real-life scenarios in finite element procedures.
Structural Changes in the Surface Layer of Deep Rolled Samples Due to Thermal...IJERA Editor
Deep rolling processes initiate plastic deformations in the surface layer. The local characteristics of deformation are dependent on the induced stress expressed by the local stress tensor. Equivalent stresses above yield strength cause plastic deformation. Additionally the intrinsic energy, e. g. the dislocation density, is enhanced and the residual stress state is changed. The effects to a deep rolled surface from an increase in temperature are mainly dependent on the material, the microstructure, the initial residual stress state, the inclusion density, the distribution of soluted alloying elements and the plastic deformation. In the described experiments the interactions between deformation and temperature of the steel grade AISI 4140 (42 CrMo 4) used for all further experiments in a transregional Collaborative Research Center (CRC) were to be examined. The most simple investigation methods were chosen deliberately to allow a better statistical support of correlations between introduced strains and material reactions for a wide variation of process parameters. Since the visual effects by light microscopy in AISI 4140 were very small, the experiments were repeated with german grade 18 CrNiMo 7-6 (comparable to AISI 4820). This paper focuses on the micro structural changes in defined deep rolled surface regions due to an increase in temperature. The work described is part of the Collaborative Research Center “Process Signatures”, collaboration between Bremen University, Technical University Aachen, Germany and Oklahoma State University Stillwater, USA.
Characterization of Mechanical, Thermal, and Electrical Properties of Carbon ...drboon
In this paper, the mechanical, thermal and electrical properties of carbon fiber modified thermoplastic polyimide were numerically analyzed by finite element analysis. A three-dimensional model was created, in which continuous carbon fibers are aligning and paralleling to each other and uniformly distributing in the polymer matrix. The behaviors of the composites in two extreme situations, i.e., parallel or perpendicular to carbon fiber direction, were simulated. The effects of the volume fraction of carbon fiber content on the physical properties were investigated. It shows clearly that carbon fibers significantly improve the mechanical strength, and thermal and electrical conductivities. The future work includes investigation of the physical properties of the conductive network of the composites with random carbon fiber orientation, and different fillers, such as graphite, and carbon nanotubes.
2. Figure 1. Explosive hydro-forming set configuration.
Figure 2. Final product configuration.
(2009) and Smerd et al. (2005). The results of these
studies are usually fitted to the previously developed
strain rate and temperature sensitive constitutive
equations for the specified range of strain rate and
temperature to determine material constants. These
constants would vary even for the same material by fitting
the constitutive model over the data with the different
range of temperatures and strain rates.
The growing request to application of aluminum alloy in
automotive and aerospace industries has brought great
interests in understanding and modeling the behavior of
these alloys in quasi-static, high strain rate and super
plasticity regime. However, a large portion of previously
done researches were concentrated on tension stress
status such as the works performed by Toros and Ozturk
(2010) and Zhang et al. (2010). Clausen et al. (2004)
investigated the flow stress of the AA5083 through
uniaxial tensile tests in three different directions of the
rolled plate material with the strain rate, and temperature
varies from 5×10
5
to 50 s
-1
and 20 to 250˚C, respectively.
In this study, most of the material behaviors were
represented by JC model except the negative strain rate
Jabalamelian and Ali 1287
sensitivity that requires special attentions. Gao et al.
(2009) also studied the effect of stress status based on
stress triaxiality and load angle. Another comprehensive
study on the plasticity characteristics of the AA5083
aluminum alloy under tension, compression and torsion
stress status for the stain rates as high as 10
3
s
-1
was
carried out by Tucker et al. (2010). To the authors’
knowledge, no study has been performed on transient
stress states up to now. In the present study, the
experimental tests and numerical simulations are
conducted to investigate the behavior of the AA5083
circular sheet in a high strain rate procedure involving
tension, compression and transient stress status.
EXPERIMENTAL PROCEDURES
The 140 mm diameter circular blankets were cut from 2.2 mm thick
AA5083 aluminum alloy sheet that was processed by annealing.
The stress-strain relation was investigated for the instance from the
same sheet plate by uniaxial tensile test which revealed the yield
stress of 151 MPa, ultimate stress of 320 MPa and fracture stress
of 301 MPa. The corresponding strain for the ultimate and fracture
stress were found to be 30.0 and 31.5%, respectively. Concentric
circles with the 10 mm gap were finely machined on the top surface
of specimens to represent the hoop strain. The thickness strain was
measured with caliper after destructive test. An inner curved sheet
backrest was employed to hold the blanket over the die with 5 mm
gap. A spherical charge made from 8.15 g composition C4 fixed
above the center of the blanket at the standoff distance of 50 mm,
detonated by the standard igniter number 8 in the depth of 220 mm
of water that is high enough to eliminate the effects of the reflected
wave from the surface on the deformation process. The C4 has the
density of 1.601 g/cm3
, detonation velocity of 0.804 cm/μs and the
detonation pressure of 0.281 Mbar. The water container was a 300
mm high reinforced steel tank with the diameter of 220 mm (Figure
1).
The desired final product is similar to 2:1 torispherical dished
head in the ASMI code for one exception (Ellenberger et al., 2004).
The radius of the inner curve is two times greater than the thickness
that is considerably smaller than proposed value in the standard
design. This sharp bend limit the transient stress status zone to a
narrow distinct rim which is more convenient to investigate (Figure
2).
THE MODELING PROCEDURE
The modeling of the underwater explosion
Due to rapid large change between the boundary of materials and
traveling mass of one material inside the others, it is not adequate
to apply ordinary finite element or finite difference methods to
simulate underwater detonation though it was practiced before. As
another option, Wijayathunga and webb (2006) introduced the
following relation for the actual pressure acting on the deformation
instead to model the real explosion.
0
1
( ) 2 exp[ ( )] c p
w
Q
p t p t
(1)
where Q is the difference between the shortest distance and the
3. 1288 Int. J. Phys. Sci.
Table 1. Grunesien parameters for water, air and AA5083.
Parameter Water Air AA5083
C [cm/μs] 0.14830 0.14800 0.39400
γ0 1.20000 0.28000 2.02000
a 0.00000 0.00000 0.47000
S1 2.10570 1.75000 1.49800
S2 -0.17440 0.00000 0.00000
S3 0.010085 0.00000 0.00000
distance to the point that is considered on the loaded surface, vm is
the speed of the pressure wave, p0 and θ are constants dependent
on charge weight and standoff distance. In this study, ALE multi-
material formulation was adopted to model the underwater
detonation as well as the motion of the blanket in the water/air
medium. As Alia and Souli (2006) described, in this method the
finite element meshes are provided to move independently from the
material flow and each element can contain a mixture of two or
more different materials. On the other hand, in the ALE approach,
two meshes can overlap each other, one is the background mesh
which can move arbitrary in the space and the other is attached to
the material which flows through the former moving mesh. The
material is deform in the Lagrangian step and distributed back onto
the moving reference ALE mesh. Explosives, air and water were
modeled with 8 and 6 node finite elements using high explosive
burn and null material models, both require an equation of state.
The JWL (Jones-Wilkins-Lee) equation of state was employed to
determine the relation between the pressure and volume of the
detonation products, which is defined as follows (Alia and Souli
2006):
1 2
1 2
(1 )exp( ) (1 )exp( )JWLp A RV B R V E
RV R V V
(2)
where A, B, R1, R2 and ω are constant and E is the internal energy
density per initial volume unit. The C4 JWL parameters are as
follows: A = 5.98155, B = 0.13750, R1 = 4.5, R2 = 1.5, E = 0.087
Mbar and ω = 0.32. The following form of Mie-Gruneisen equation
of state with cubic shock velocity- particle velocity (vs-vp) defines
pressure for the water and air.
2 20
0
02
2 3
1 2 3 2
1 1
2 2
1 1
1 1
a
C
P a E
S S S
(3)
Here C is the interception of the vs-vp curve, S1, S2 and S3 are the
coefficient of the slope of the same curve, ɣ0 is the Gruneisen
gamma, a is the first order volume correction to ɣ0 and μ=(ρ/ρ0)-1.
The following nonlinear vs-vp was proposed by Steinberg (1987).
2
0.148 2.56 1.986 0.2268
p p
s p p p
s s
v v
v v v v
v v
(4)
The Grunesien parameters for water, air and AA5083 are given in
Table 1.
The modeling of the blanket
The blanket was modeled with thick shell 4 node finite elements
using JC and MZA constitutive equations completed with Grunesien
equation of state. The JC equation describe the von mises stress
flow stress as follows (Johnson and Cook, 1983):
*
[ ][1 ln ][1 ]n m
pA B C T
(5)
where the ε is the equivalent plastic strain, ε˙p is the dimensionless
plastic strain rate for ε˙0 = 1.0 s-1
, the T*
is the homologous
temperature and the A, B, C, n and m are material constants.
0
p
(6)
* room
melt room
T T
T
T T
(7)
The expression in the first set of brackets give the stress as a
function of strain, including combination of yield and strain
hardening portion, for ε˙p = 1 and T*
= 0. The second and the third
set of brackets represent the effect of strain rate and temperature,
respectively. According to Gray et al. (1994), the JC parameters for
AA5083 at high strain rate forming are as follows: A = 170 MPa, B =
425 MPa, n = 0.42, C = 0.0335, m = 1.225 and Tm = 933˚K.
The MZA model presents a more physically based constitutive
equation which is coming from dislocation mechanics concepts with
the following expression:
1 2 3 4
( )
exp( ln )
(298)
n T
C C C T C T
(8)
In which ε, ε˙ and T represent the strain, strain rate and absolute
temperature respectively and C1 to C4 and n are material constants,
which were determined for AA5083 as C1 = 91 MPa, C2 = 805 MPa,
C3 = 0.00145, C4 = 0.00007 and n = 0.265 by Gray et al. (1994).
The temperature dependency on flow stress yield is as follows.
( ) 1.13691 0.16332
(298) exp(234 / ) 1
T
T
(9)
4. Jabalamelian and Ali 1289
Figure 3. Pressure time history for nine different standoff distances.
Boundary conditions
For the common boundaries between the explosive and water or
between water and air is not necessary to define any specific
contact or coupling. But in these boundaries, which materials flow
from one region of the mesh to another, the common nods should
be merged. The intersection between the blanket as a Lagrangian
part and the water or air as the ALE regions have to be defined with
coupling boundary conditions, while the contact between the
blanket and the die, as another Lagrangian part, can simply be
modeled by forming surface to surface or any other contact.
Generally, when a Lagrangian part hits another lagrangian object, it
is required to define a contact. Conversely, when a Lagrangian part
hit an ALE region, coupling should be defined between two parts.
Moreover, in order to avoid initial air leakage from the ALE mesh,
one bar pressure is exposed to the air section boundaries.
SIMULATION RESULTS AND DISCUSSION
Underwater detonation
Underwater explosion is briefly described as a chemical
reaction which breaks down the original explosive
molecules into solid and gas product materials.
Consequently, a superheated, high compressed gas
bubble would be generated. The rapid expansion of the
solid charge into high compressed gas bubble will
generate a shock wave in the surrounding water which
propagates toward the work piece with the velocity of
sound. As the bubble expand, its inner pressure would
reduce to less than the surrounding pressure which lead
to contraction of the bubble. But the contraction increases
the inner pressure of the bubble once again until another
expansion would occurred. On the other hand, buoyancy
forces the bubble to move upward, but the cycle of
expansion - contraction would repeat several times
before reaching the surface and each cycle would
produce its own shock wave (Rajendran and
Narasimhan, 2006). Four distinct shocks wave were
recognized in current simulation including primary 500
MPa and subsequent 100, 70 and 50 MPa shock waves
respectively. Previously, comprehensive experimental
and theoretical studies were carried out by Cole (1948) to
represent a mathematical model for underwater
explosion. He described the pressure time history for any
fixed location in the standoff distance, S, from the
explosive charge in the water medium as an exponential
function shown as follows (Rajendran and Narasimhan,
2006):
( )
t
mp t P e
(10)
where θ is the decay time and Pm is the peak pressure;
both depend on the size of the charge and standoff
distance.
1/3
1.13
52.16( )m
W
P
S
(11)
1/3
1/3 0.22
96.5( )( )
W
W
S
(12)
W is the mass of the charge that is expressed in kg of
TNT. But this formulation just approximates an
instantaneous increase to the peak pressure, Pm, after a
holdup time. This relation includes neither the immediate
decay occurring after the rapid increase, nor the effects
of subsequent shocks (Figure 3). Hence, Cole’s
5. 1290 Int. J. Phys. Sci.
Figure 4. Peak pressure for different standoff distances in water medium according to Cole’s formulation and
simulation results.
Figure 5. Density time history for cavitated area.
formulation is not well accurate in the vicinity of the
explosive charge (ten times the charge radius) while it is
adequate enough elsewhere (Figure 4).
Investigating the cavitations and reloading effect
As the primary shock is transmitted to the blanket, it gets
modified by accelerating of the plate and reflected back
into water. The downward motion of the blanket while the
liquid is simultaneously subjected to follow upwards by
the reflected wave can reduce the pressure to below
vapor pressure that causes cavitations. Cavitations begin
immediately after the primary shock wave impinges the
blanket and continued until the secondary shock reaches
the cavitated area. In this study, the cavitations emerged
as low pressure zone shown in Figure 5. But there is no
evidence to prove that this zone occupied with either gas,
liquid or mixture of both. Therefore, both the density and
the pressure for selected elements inside the low
Fig. 3: Pressure time history for nine different standoff distances
0
100
200
300
400
500
600
700
800
0 10 20 30 40 50 60
PeakPressure[MPa]
Standoff Distance [mm]
Cole's Formulation
Simulation Results
Expon. (Cole's Formulation)
Expon. (Simulation Results)
Fluiddensity[g/cm^3]
6. Jabalamelian and Ali 1291
Figure 6. Pressure profile acting over the blanket.
Figure 7. Deformation process for a specimen from the second group.
pressure zone were extracted to determine the water
situation according to super heated water thermodynamic
charts (Wylen et al., 2002). The energy transition
established once again after cavitations which is known
as reloading effect or water hummer reloading and
delivers even more energy to the blanket than primary
shock wave (Rajendran and Narasimhan, 2006).
Although this succeeding loading has a major role in
forming process, it is hard to control and can result in
ruptured blanket. Also the tremendously high temperature
of the cavitated zone can ruin the quality of the
diaphragm’s surface. Since forming the cavitations is not
avoidable in many of the EHF process, it has tried to
decrease the interval of cavitations as much as possible.
One of the most advantageous of male die comparing
with female matrix or free forming method is shifting the
cavitated zone from central parts to the sides as
displayed in Figure 3. Moreover, the cavitations interval
for forming the similar work pieces through free forming
method is between 500 to 2500 µs as Mousavi et al.
(2007) stated, but in our proposed method the cavitations
interval reduced to less than 180 µs. The pressure time
history of water element located above the sheet metal is
illustrated in Figure 6.
Investigating the strain distribution
The predicted sequence of deformed configurations of
AA5083 blanket is shown in Figure 7. The results show
Pressuree-3.00[Mbar]
(a) t = 0 µs (b) t = 10 µs (c) t = 70 µs
(d) t = 210 µs (e) t = 300 µs (f) t = 800 µs
7. 1292 Int. J. Phys. Sci.
Figure 8. Experimentally formed specimen.
Figure 9. Thickness strain distribution base on experimental tests, JC and MZA constitutive models.
two stress waves, one initiate at the rim and move toward
the center while the other propagates peripherally from
the center. Both the central part and rim undergo pure
tension stress status until the stress fronts collide with
each other. After the collision, the stress status in the
rime has been changed to the compression and it has
continued to deform in the buckling mode. Hence, a
transient stress status region can be supposed next to
the collision rime that is traveling toward the edge of
blanket (Figure 8).
Figure 9 reveals that both JC and MZA constitutive
equations expect similar thickness strain distribution,
which is reasonably in good agreement with experimental
measurements. But a 10 mm shift between the simulation
results and the experimental data is observed which is
referred to the infirmity of the currently available
constitutive equations to model transient stress status.
Conclusion
A simulating approach to model the especially design
explosive hydro-forming process for manufacturing
torispherical dished head by using male die has been
developed. The authenticity of the simulation results was
evaluated base on corresponding experimental test and
-25
-20
-15
-10
-5
0
5
10
0 10 20 30 40 50 60 70
ThicknessStrain[%]
Distancefrom the center [mm]
Experimental Data
PredictedStrain by JC model
PredictedStrain by ZA model
8. other previously done experimental and theoretical
investigation. The impulsive loading including the main
loading, subsequent loading and reloading effects has
been modeled using ALE multi-material formulation. It is
in a good agreement of 95% with Cole’s experimentally
developed relation for underwater detonation of small
charge.
The behavior of the AA5083 circular blanket under
impulsive loading reasonably well predicted with the JC
and MZA constitutive equations and Mie - Grunesien
equation of state in pure tension and compression stress
status. However, none of them can model the transient
stress situation adequately.
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