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Quasi-static and dynamic tensile behaviors in electron beam welded Ti-6Al-4V alloy
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作者 张静 谭成文 +2 位作者 任宇 王富耻 才鸿年 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2011年第1期39-44,共6页
The quasi-static and dynamic tensile behaviors in electron beam welded(EBW) Ti-6Al-4V alloy were investigated at strain rates of 10-3 and 103 s-1,respectively,by materials test system(MTS) and reconstructive Hopki... The quasi-static and dynamic tensile behaviors in electron beam welded(EBW) Ti-6Al-4V alloy were investigated at strain rates of 10-3 and 103 s-1,respectively,by materials test system(MTS) and reconstructive Hopkinson bars apparatus.The microstructures of the base metal(BM) and the welded metal(WM) were observed with optical microscope.The fracture characteristics of the BM and WM were characterized with scanning electronic microscope.In Ti-6Al-4V alloy joint,the flow stress of WM is higher than that of BM,while the fracture strain of WM is less than that of BM at strain rates of 103 and 10-3 s-1,respectively.The fracture strain of WM has apparent improvement when the strain rate rises from 10-3 to 103 s-1,while the fracture strain of BM almost has no change.At the same time,the fracture mode of WM alters from brittle to ductile fracture,which causes improvement of the fracture strain of WM. 展开更多
关键词 Ti-6Al-4V alloy electron beam welding quasi-static tensile behavior dynamic behavior fracture mode
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Formability of AA 2219-O sheet under quasi-static,electromagnetic dynamic,and mechanical dynamic tensile loadings 被引量:20
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作者 Hongliang Su Liang Huang +5 位作者 Jianjun Li Wang Xiao Hui Zhu Fei Feng Hongwei Li Siliang Yan 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2021年第11期125-135,共11页
The mechanism by which electromagnetic forming(EMF)enhances the formability of metals is unclear owing to the coupling effect of multi-physics fields.In the present work,the associated formability improvement mechanis... The mechanism by which electromagnetic forming(EMF)enhances the formability of metals is unclear owing to the coupling effect of multi-physics fields.In the present work,the associated formability improvement mechanisms were qualitatively categorized and illustrated.This was realized by comparing the formability of fully annealed 2219 aluminum alloy(AA 2219-O)sheet under quasi-static(QS),electromagnetic dynamic(EM),and mechanical dynamic(MD)tensile loadings.It was found that the forming limit of AA 2219-O sheet under EM tensile loading was significantly(45.4%)higher than that under QS tensile loading,and was marginally(3.7%–4.3%)higher than that under MD tensile loading.In addition,the forming limit of AA 2219-O sheet demonstrated a negative dependency on the strain rate within the range of the dynamic tensile tests conducted.The deformation conditions common to EM and MD tensile loadings were responsible for the significant formability improvement compared with QS tensile loading.In particular,the inertial effect was dominant.The different deformation conditions that distinguish EM tensile loading from MD tensile loading resulted in the marginal improvement in formability.This was caused by the absence of a sustaining contact force at the later deformation stage and the lower strain rate.The body force exerted little influence on the formability improvement,and the thermal effect under the two dynamic tensile loadings was negligible. 展开更多
关键词 FORMABILITY Aluminum alloy sheet quasi-static Electromagnetic dynamic Mechanical dynamic Tensile loading
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Temperature Effect on the Mechanical Behavior of Acrylic Polymers under Quasi-static and Dynamic Loading 被引量:2
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作者 Tao Suo Yulong Li Hong Yu Fei Xu Zhongbin Tang Lei Li 《上海交通大学学报》 EI CAS CSCD 北大核心 2004年第z2期89-95,共7页
In this paper, the mechanical behavior of acrylic polymers at elevated temperature was investigated. Four acrylic polymers were tested at high strain rate by using compression Hopkinson bar and at quasi-static strain ... In this paper, the mechanical behavior of acrylic polymers at elevated temperature was investigated. Four acrylic polymers were tested at high strain rate by using compression Hopkinson bar and at quasi-static strain rate by using an Instron servo hydraulic axial testing machine with the testing temperature from 218K to 393K. The results show that the mechanical property of acrylic polymers depends heavily on the testing temperature. The yield stress and Young's modulus were found to decrease with increasing temperature at low strain rate. At very low temperature, the materials display typical brittle fracture; however their plasticity improves remarkably at high temperatures. The predictions of the mechanical behavior including the effect of temperature and strain rate using a proposed theoretical model have a good agreement with experimental results. 展开更多
关键词 ACRYLIC POLYMER compression Hopkinson BAR quasi-static dynamic FRACTURE
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Experimental crushing behavior and energy absorption of angular gradient honeycomb structures under quasi-static and dynamic compression
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作者 Jiachen Li Yuchen Wei +2 位作者 Hao Wu Xingyu Shen Mengqi Yuan 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2024年第6期47-63,共17页
The high variability of shock in terrorist attacks poses a threat to people's lives and properties,necessitating the development of more effective protective structures.This study focuses on the angle gradient and... The high variability of shock in terrorist attacks poses a threat to people's lives and properties,necessitating the development of more effective protective structures.This study focuses on the angle gradient and proposes four different configurations of concave hexagonal honeycomb structures.The structures'macroscopic deformation behavior,stress-strain relationship,and energy dissipation characteristics are evaluated through quasi-static compression and Hopkinson pressure bar impact experiments.The study reveals that,under varying strain rates,the structures deform starting from the weak layer and exhibit significant interlayer separation.Additionally,interlayer shear slip becomes more pronounced with increasing strain rate.In terms of quasi-static compression,symmetric gradient structures demonstrate superior energy absorption,particularly the symmetric negative gradient structure(SNG-SMS)with a specific energy absorption of 13.77 J/cm~3.For dynamic impact,unidirectional gradient structures exhibit exceptional energy absorption,particularly the unidirectional positive gradient honeycomb structure(UPG-SML)with outstanding mechanical properties.The angle gradient design plays a crucial role in determining the structure's stability and deformation mode during impact.Fewer interlayer separations result in a more pronounced negative Poisson's ratio effect and enhance the structure's energy absorption capacity.These findings provide a foundation for the rational design and selection of seismic protection structures in different strain rate impact environments. 展开更多
关键词 Negative Poisson's ratio Gradient honeycomb structure quasi-static compression dynamic impact Titanium alloy
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Dynamic and quasi-static bending of saturated poroelastic Timoshenko cantilever beam
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作者 杨骁 文群 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2010年第8期995-1008,共14页
Based on the three-dimensional Gurtin-type variational principle of the incompressible saturated porous media, a one-dimensional mathematical model for dynamics of the saturated poroelastic Timoshenko cantilever beam ... Based on the three-dimensional Gurtin-type variational principle of the incompressible saturated porous media, a one-dimensional mathematical model for dynamics of the saturated poroelastic Timoshenko cantilever beam is established with two assumptions, i.e., the deformation satisfies the classical single phase Timoshenko beam and the movement of the pore fluid is only in the axial direction of the saturated poroelastic beam. Under some special cases, this mathematical model can be degenerated into the Euler-Bernoulli model, the Rayleigh model, and the shear model of the saturated poroelastic beam, respectively. The dynamic and quasi-static behaviors of a saturated poroelastic Timoshenko cantilever beam with an impermeable fixed end and a permeable free end subjected to a step load at its free end are analyzed by the Laplace transform. The variations of the deflections at the beam free end against time are shown in figures. The influences of the interaction coefficient between the pore fluid and the solid skeleton as well as the slenderness ratio of the beam on the dynamic/quasi-static performances of the beam are examined. It is shown that the quasi-static deflections of the saturated poroelastic beam possess a creep behavior similar to that of viscoelastic beams. In dynamic responses, with the increase of the slenderness ratio, the vibration periods and amplitudes of the deflections at the free end increase, and the time needed for deflections approaching to their stationary values also increases. Moreover, with the increase of the interaction coefficient, the vibrations of the beam deflections decay more strongly, and, eventually, the deflections of the saturated poroelastic beam converge to the static deflections of the classic single phase Timoshenko beam. 展开更多
关键词 saturated porous media saturated poroelastic Timoshenko beam mathematical model Laplace transform dynamic/quasi-static bending
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Quasi-static and dynamical bending of a cantilever poroelastic beam
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作者 杨怡 李丽 杨骁 《Journal of Shanghai University(English Edition)》 CAS 2009年第3期189-196,共8页
Based on the theory of porous media, the quasi-static and dynamical bending of a cantilever poroelastic beam subjected to a step load at its free end is investigated, and the influences of its permeability on bending ... Based on the theory of porous media, the quasi-static and dynamical bending of a cantilever poroelastic beam subjected to a step load at its free end is investigated, and the influences of its permeability on bending deformation is examined. The initial boundary value problems for dynamical and quasi-static responses are solved with the Laplace transform technique, and the deflections, the bending moments of the solid skeleton and the equivalent couples of the pore fluid pressure are shown in figures. It is shown that the dynamical and quasi-static behavior of the saturated poroelastic beam depends closely on the permeability conditions at the beam ends. Under the different permeability conditions, the deflections of the beam may oscillate or not. The Mandel-Cryer effect also exists in liquid-saturated poroelastic beams. 展开更多
关键词 theory of porous media saturated poroelastic beam dynamical/quasi-static response Laplace transform
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Design,Development and Testing of the JTech Bolt for Use in Static,Quasi-Static and Dynamic Domains
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作者 Trent Roberts 《Journal of Civil Engineering and Architecture》 2024年第6期282-295,共14页
Designing a rock reinforcement element requires knowledge of:geomechanical behaviour,interaction of the reinforcement element with rock mass and the element’s mechanistic response in static and dynamic environments.U... Designing a rock reinforcement element requires knowledge of:geomechanical behaviour,interaction of the reinforcement element with rock mass and the element’s mechanistic response in static and dynamic environments.Using this knowledge the JTech bolt was developed and subjected to a thorough program to test,gather data and validate the bolt performance in varying domains.By conducting FE(finite element)modeling,the simulation reviews the JTech bolt design evaluating the effects of threadbar geometric variation,threadbar and nut engagement results under high stress,coating friction response and effects of thread tolerance extremes on the failure mode.These results determine safety factors,tolerances and quality management criteria.Once manufactured,in-situ system testing,laboratory and underground short encapsulation testing,resin mixing testing,double shear testing and dynamic testing at varying velocity and mass,determine the system’s capacity and effectiveness in static,quasi-static and dynamic mining environments.In this paper,the process and results are described. 展开更多
关键词 Rock reinforcement geomechanical behavior STATIC quasi-static dynamic domains
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Quasi-Static and Dynanmic Deformation Behaviors of Medium-Carbon Steels in a Wide Temperature Range
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作者 Byoungchul Hwang 《Materials Sciences and Applications》 2011年第6期572-577,共6页
This paper presents a study of the quasistatic and dynamic deformation behaviors of conventional and microalloyed medium-carbon steels in a wide temperature range. As strain rate increased, the flow stress increased a... This paper presents a study of the quasistatic and dynamic deformation behaviors of conventional and microalloyed medium-carbon steels in a wide temperature range. As strain rate increased, the flow stress increased at room temperature, but occasionally did not at elevated temperatures. The flow stress of the microalloyed steel containing precipitates was less sensitive to strain rate at room temperature than that of the conventional steel due to a relatively larger activation length. Microstructural observation of the steels deformed after compression test indicated that inhomogeneous deformation became more serious with increasing strain rate and temperature without fracturing in the highly localized region. 展开更多
关键词 quasi-static dynamic Deformation Behavior MEDIUM-CARBON Steel PRECIPITATE
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Analysis of tunnel lining internal forces under the influence of S and P-waves:An analytical solution and quasi-static numerical method
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作者 Rouhollah Basirat 《Rock Mechanics Bulletin》 2025年第1期86-96,共11页
This paper employs analytical and pseudo-static approaches to analyze the tunnel response under the compression(P)and shear(S)waves.In the first step,Einstein and Schwartz’s method is revised for calculating Tunnel L... This paper employs analytical and pseudo-static approaches to analyze the tunnel response under the compression(P)and shear(S)waves.In the first step,Einstein and Schwartz’s method is revised for calculating Tunnel Lining Internal Forces(TLIFs)under P-wave.Next,a comprehensive comparison is performed between TLIFs under S and P-waves in two extreme contact interfaces of no-slip(NS)and full-slip(FS)conditions.Lastly,the effect of the intermediate layer was investigated by quasi-static finite element numerical modeling.The results showed that the maximum value of the axial force under the P-wave exceeds that of the S-wave in both the NS and FS conditions.Also,the amount of bending moment and shear force in both the NS and FS conditions under the S-wave is almost twice the P-wave.In general,the weak interlayer causes a decrease in the maximum axial force and the axial force values in the range of placement of the weak interlayer with the tunnel.Besides,it increases the maximum bending moment and shear force compared to the homogeneous medium.It was also observed that the weak interlayer with low thickness causes unpredictable behavior under S and P-waves.Overall,the presence of a layer with different stiffness led to a significant effect on the TLIFs under S and P-waves and increased the complexity of the dynamic analysis of tunnel lining.Therefore,it should be simulated separately under NS and FS conditions. 展开更多
关键词 Tunnel lining dynamic analysis P and s-Waves Analyticalapproach quasi-static method
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VISCOPLASTIC SOLUTION TO FIELD AT STEADILY PROPAGATING CRACK TIP IN LINEARHARDENING MATERIALS 被引量:2
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作者 贾斌 王振清 +1 位作者 李永东 梁文彦 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2006年第4期527-533,共7页
An elastic-viscoplastic constitutive model was adopted to analyze asymptotically the tip-field of moving crack in linear-hardening materials under plane strain condition. Under the assumption that the artificial visco... An elastic-viscoplastic constitutive model was adopted to analyze asymptotically the tip-field of moving crack in linear-hardening materials under plane strain condition. Under the assumption that the artificial viscosity coefficient was in inverse proportion to power law of the rate of effective plastic strain, it is obtained that stress and strain both possess power law singularity and the singularity exponent is uniquely determined by the power law exponent of the rate of effective plastic strain. Variations of zoning structure according to each material parameter were discussed by means of numerical computation for the tip-field of mode II dynamic propagating crack, which show that the structure of crack tip field is dominated by hardening coefficient rather than viscosity coefficient. The secondary plastic zone can be ignored for weak hardening materials while the secondary plastic zone and the secondary elastic zone both have important influence on crack tip field for strong hardening materials. The dynamic solution approaches to the corresponding quasi-static solution when the crack moving speed goes to zero, and further approaches to the HR (Hui-Riedel) solution when the hardening coefficient is equal to zero. 展开更多
关键词 quasi-static propagation dynamic propagation linear-hardening materials elastic-viscoplastic materials crack-tip field
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MODEL IMPROVEMENT AND EXPERIMENT VALIDATION OF PNEUMATIC ARTIFICIAL MUSCLES 被引量:1
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作者 ZhouAiguo ShiGuanglin ZhongTingxiu 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2004年第1期36-39,共4页
According to the deficiency of the present model of pneumatic artificialmuscles (PAM), a serial model is built up based on the PAM's essential working principle with theelastic theory, it is validated by the quasi... According to the deficiency of the present model of pneumatic artificialmuscles (PAM), a serial model is built up based on the PAM's essential working principle with theelastic theory, it is validated by the quasi-static and dynamic experiment results, which are gainedfrom two experiment systems. The experiment results and the simulation results illustrate that theserial model has made a great success compared with Chou's model, which can describe the forcecharacteristics of PAM more precisely. A compensation item considering the braid's elasticity andthe coulomb damp is attached to the serial model based on the analysis of the experiment results.The dynamic experiment proves that the viscous damp of the PAM could be ignored in order to simplifythe model of PAM. Finally, an improved serial model of PAM is obtained. 展开更多
关键词 Pneumatic artificial muscles Serial model quasi-static dynamic COMPENSATION
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Theoretical Characterization of Indentation Depth-Dependent Creep Behavior of CoCrFeNiAl_(0.3) High-Entropy Alloy 被引量:1
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作者 Lu Meng Weiling Cui +2 位作者 Buyun Su Xuefeng Shu Gesheng Xiao 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2023年第1期55-64,共10页
The effects of indentation loading depth and dynamic pre-compression on the creep behavior of CoCrFeNiAl_(0.3) high-entropy alloy(HEA)were studied through a series of indentation creep tests.Results show that the cree... The effects of indentation loading depth and dynamic pre-compression on the creep behavior of CoCrFeNiAl_(0.3) high-entropy alloy(HEA)were studied through a series of indentation creep tests.Results show that the creep displacement,creep stress exponent and creep strain rate are all sensitive to loading depth.A phenomenological model based on the holding time and loading depth was established by studying the characteristic relation between the loading depth and the creep displacement of CoCrFeNiAl_(0.3) HEA.The phenomenological model was used to analyze the creep behavior of the alloy under dynamic pre-compression(i.e.,dynamic compressive deformation caused by Hopkinson bar impact). 展开更多
关键词 High-entropy alloy Creep behavior Phenomenological model Indentation depth-dependence dynamic pre-compression
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Dynamic skin deformation simulation using musculoskeletal model and soft tissue dynamics 被引量:1
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作者 Akihiko Murai Q.Youn Hong +1 位作者 Katsu Yamane Jessica K.Hodgins 《Computational Visual Media》 CSCD 2017年第1期49-60,共12页
Deformation of skin and muscle is essential for bringing an animated character to life. This deformation is difficult to animate in a realistic fashion using traditional techniques because of the subtlety of the skin ... Deformation of skin and muscle is essential for bringing an animated character to life. This deformation is difficult to animate in a realistic fashion using traditional techniques because of the subtlety of the skin deformations that must move appropriately for the character design. In this paper, we present an algorithm that generates natural, dynamic, and detailed skin deformation(movement and jiggle) from joint angle data sequences. The algorithm has two steps: identification of parameters for a quasi-static muscle deformation model, and simulation of skin deformation. In the identification step, we identify the model parameters using a musculoskeletal model and a short sequence of skin deformation data captured via a dense marker set. The simulation step first uses the quasi-static muscle deformation model to obtain the quasi-static muscle shape at each frame of the given motion sequence(slow jump). Dynamic skin deformation is then computed by simulating the passive muscle and soft tissue dynamics modeled as a mass–spring–damper system. Having obtained the model parameters, we can simulate dynamic skin deformations for subjects with similar body types from new motion data. We demonstrate our method by creating skin deformations for muscle co-contraction and external impacts from four different behaviors captured as skeletal motion capture data. Experimental results show that the simulated skin deformations are quantitatively and qualitatively similar to measured actual skin deformations. 展开更多
关键词 three-dimensional graphics and realism musculoskeletal model quasi-static muscle model dynamic skin deformation
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Compressive properties of a novel slurry-infiltrated fiber concrete reinforced with arc-shaped steel fibers 被引量:1
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作者 Hedong LI Yabiao LI +3 位作者 Yunfeng PAN P.L.NG Christopher K.Y.LEUNG Xin ZHAO 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2023年第6期543-556,共14页
Slurry-infiltrated fiber concrete(SIFCON)is a sort of strain hardening cement-based composite material,typically made with 5%–20%steel fibers.This study focused on a novel type of SIFCON in which hooked-end steel fib... Slurry-infiltrated fiber concrete(SIFCON)is a sort of strain hardening cement-based composite material,typically made with 5%–20%steel fibers.This study focused on a novel type of SIFCON in which hooked-end steel fibers were replaced by arc-shaped steel fibers.The quasi-static compressive properties of the SIFCON were first measured.Test results suggested that using arc-shaped steel fibers in lieu of hooked-end steel fibers increased the quasi-static compressive strength by 47.1%and the strain at peak stress by 56.3%.We attribute these improvements to new crack-resisting mechanisms,namely“fiber crosslock”,“dual bridging”,and“confinement loops”,when the arc-shaped steel fibers are introduced into SIFCON.As high impact resistance is a special property of SIFCON that is of practical significance,the dynamic compressive properties of arc-shaped steel fiber SIFCON were studied by using an 80-mm-diameter split Hopkinson pressure bar(SHPB).The results showed that the dynamic compressive strength,dynamic increase factor(DIF),and dynamic toughness of SIFCON all increased with the strain rate.The SIFCON incorporating arc-shaped steel fibers proved to have significant advantages in structural applications requiring high impact resistance. 展开更多
关键词 Slurry-infiltrated fiber concrete(SIFCON) Arc-shaped steel fiber quasi-static compressive properties Spilt Hopkinson pressure bar(SHPB) dynamic compressive properties
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Mechanical Response of Honeycomb Structures Under Impact
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作者 Yaxin Guo Mengqi Yuan +1 位作者 Hang Zhang Xinming Qian 《Journal of Beijing Institute of Technology》 EI CAS 2020年第1期1-8,共8页
A honeycomb structure with a negative Poisson’s ratio(NPR)was designed,fabricated,and analyzed for utilization in personal protective clothing(PPC).The mechanical properties were investigated using a quasi-static mec... A honeycomb structure with a negative Poisson’s ratio(NPR)was designed,fabricated,and analyzed for utilization in personal protective clothing(PPC).The mechanical properties were investigated using a quasi-static mechanical testing and the Hopkinson pressure bar experimental system,and results were compared with similar samples containing regular hexagonal and regular quadrilateral honeycomb structures.The experimental results showed that under quasi-static loadings,the concave honeycomb structure had the highest compressive modulus and yield strength,which produced the highest strain absorption energy,anti-deformation performance and energy absorption.When exposed to a dynamic load at a high strain rate,the concave honeycomb also exhibited the highest dynamic compression modulus,the best impact resistance and best energy absorption among the three structures.In summary,the concave honeycomb structure was more resistant to deformation and had higher impact resistance than the regular hexagonal and regular quadrilateral honeycombs,and exhibited better energy absorption,which makes it a good candidate for application as a personal safety protection material. 展开更多
关键词 NEGATIVE Poisson’s RATIO effect quasi-static dynamic analysis ENERGY ABSORPTION
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Asymptotic analysis of mode Ⅰ propagating crack-tip field in a creeping material
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作者 WANG Zhen-qing, ZHAO Qi-cheng, LIANG Wen-yan, FU Zhang-jian School of Civil Engineering,Harbin Engineering University,Harbin 150001, China 《Journal of Marine Science and Application》 2003年第1期76-80,86,共6页
Adopting an elastic-viscoplastic, the asymptotic problem of mode I propagat ing crack-tip field is investigated. Various asymptotic solutions resulting from the analysis of crack growing programs are presented. The an... Adopting an elastic-viscoplastic, the asymptotic problem of mode I propagat ing crack-tip field is investigated. Various asymptotic solutions resulting from the analysis of crack growing programs are presented. The analysis results show that the quasi-statically growing crack solutions are the special case of the dynamic propagating solutions. Therefore these two asymptotic solutions can be unified. 展开更多
关键词 elastic-viscoplastic material viscosity coefficient quasi-static growth dynamic propagating
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The mechanical performance and a rate-dependent constitutive model for Al3Ti compound
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作者 Yang Cao Dan-dan Zhang +4 位作者 Jian-xiu Liu Kun Liu Jin-guang Du Wen-bin He Jun Ma 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2020年第3期627-634,共8页
The Al3Ti compound has potential application in the high temperature structure materials due to its low density,high strength and stiffness.The mechanical behaviors of the material under different loading rates were s... The Al3Ti compound has potential application in the high temperature structure materials due to its low density,high strength and stiffness.The mechanical behaviors of the material under different loading rates were studied using compression tests.The results indicate that Al3Ti is a typical brittle material and its compressive strength is dependent on the strain rate.Therefore,a series of rate-dependent constitutive equations are needed to describe its mechanical behaviors accurately.However,it is still short of professional research on the material model for Al3Ti.In this study,the mate rial model was developed on the basis of JH-2 constitutive equations using the experimental data.The model was then applied in simulating the impact process of Ti/Al3Ti metal-intermetallic laminate composites so as to validate the established model.Good agreement between simulation and experiment results shows the constitutive model predict the material responses under high rate and large deformation accurately.This work provides more support for the theoretical and numerical research on the intermetallic. 展开更多
关键词 Titanium aluminide JH-2 model Numerical simulation quasi-static and dynamic compression tests Ballistic test
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