STRAIN-HARDENING AND STRAIN-RATE EFFECTS IN THE IMPACT LOADING OF CANTILEVER BEAMS

Author(s):  
G. R. COWPER ◽  
P. S. SYMONDS
1985 ◽  
Vol 64 ◽  
Author(s):  
P. H. Bischoff ◽  
S. H. Perry

ABSTRACTSince good constitutive laws are required to model correctly the behaviour of concrete under impact loading, it is necessary to determine the complete stress-strain response of concrete at varying strain rates. Conflicting evidence emerges about whether the critical compressive strain (defined as the strain observed at maximum stress) increases or decreases with an increasing strain rate. In this paper, a comprehensive description is given of the brittle fracture process for plain concrete under static and impact loading. The strain rate dependance of tensile microcrack growth is used to explain both the increase in strength and the increase in critical compressive strain that can occur at high strain rates. More extensive experimental results are required to determine the fundamental changes in behaviour that occur as the loading rate is increased and, thus, facilitate the development of a more precise failure model for concrete.


1997 ◽  
Vol 64 (1) ◽  
pp. 193-200 ◽  
Author(s):  
D. Karagiozova ◽  
N. Jones

The phenomenon of dynamic buckling is examined when the influence of material strain-rate sensitivity is retained in the basic equations for a simple elastic-plastic model with linear strain hardening when subjected to an impact by a mass. Two approaches are proposed for taking into account the material strain-rate effects and both use the Cowper-Symonds constitutive equation. The critical impact velocities depend on the impact mass and are determined for a wholly elastic material, a strain-rate insensitive elastic-plastic material and an elastic-plastic material with a dynamic yield force together with linear or nonlinear hardening due to the strain-rate effects. The results obtained show that both strain-rate sensitive models predict impact velocities which are higher than those predicted by the strain-rate insensitive idealization and that the influence of any initial imperfections is important for the three material models considered.


Author(s):  
Joao Ribeiro ◽  
Aldina Santiago ◽  
Constança Rigueiro

Purpose Characterization and modelling of the material properties, as well as the fracture simulation needed for the numerical analysis of bolted T-stub connection under impulsive loads. The strain rate effects are considered on the material law; fracture simulation is explored following “element deletion” technique for a given level of ductile damage. Design/methodology/approach The T-stub model is used in Eurocode 3 – part 1.8 as part of the “component method” for the representation of steel connection’s tension zone and is usually responsible for providing ductility to the connection. Looking forward to establish the “T-stub’s” maximum displacement capacity under impact loading, i) fracture simulation of steel elements is here explored following “element deletion” technique for a given level of ductile damage; ii) material softening and triaxial stress state dependency are assessed by finite element analysis of common uniaxial tension tests, and iii) strain rates effects are used based on results from Split-Hopkinson Bar tests, through the incorporation of the Johnson-Cook’s elevated strain rate law for material strain-hardening description. Numerical predictions of the model describing the “T-stub” behaviour and displacement capacity are compared against experimental results. Findings The FE model developed was found reliable in the description of the T-stub response subject to static and impact loads. Particularly, the strain rate sensitive material hardening following a calibrated Johnson-Cook law proved accurate in the description of the enhancement of the material strength. It was observed that when subject to impact loading regimes, the force-displacement response of T-stubs is: i) enhanced due to elevated strain rate effects, avoiding rupture when subject to a load equal the maximum static; ii) less ductile plastic failure modes in deformable T-stubs are expected, whilst the development of higher strains in the bolt may lead to a reduction in its ductility capacity. Originality/value A non-linear dynamic FE model of simple T-stub configuration using a strain rate effect on the material law and fracture simulation, providing insight of stress, strain, strain rate and damage contours developments, when exposed to impact loading.


2010 ◽  
Vol 77 (3) ◽  
Author(s):  
Pedro A. Romero ◽  
Winston O. Soboyejo ◽  
Alberto M. Cuitiño

Open-cell metallic foams exhibit properties desirable in engineering applications requiring mitigation of the adverse effects resulting from impact loading; however, the history dependent dynamic response of these cellular materials has not been clearly elucidated. This article contributes an approach for modeling the response of dynamically loaded open-cell metallic foams from ligament level to unit cell level to specimen level. The effective response captures the localized chaotic collapse phenomena through ligament reorientation at cell level while maintaining the history of plastic deformation at ligament level. First, the phenomenological elastoplastic constitutive behavior of the ligaments composing the unit cell is modeled. Then, using the constitutive ligament model, the effective unit cell response is obtained from a micromechanical model that enforces the principle of minimum action on a representative 3D unit cell. Finally, the macroscopic specimen response is predicted utilizing a finite element analysis program, which obtains the response at every Gauss point in the mesh from the microscopic unit cell model. The current communication focuses on the ability of the model to capture the yielding and collapse behaviors, as well as the strain rate effects, observed during impact loading of metallic foams.


AIP Advances ◽  
2020 ◽  
Vol 10 (12) ◽  
pp. 125120
Author(s):  
Mingshou Zhong ◽  
Min Wang ◽  
Yuan Long ◽  
Ying Liu ◽  
Xingbo Xie ◽  
...  

2007 ◽  
Vol 539-543 ◽  
pp. 3619-3624 ◽  
Author(s):  
K. Ogawa

Since titanium alloys are the most promising structural materials for the high velocity vehicles, the impact tensile strength of the materials is presently investigated. Three kinds of aging treatments on the beta-titanium alloy were performed, and the tensile deformation behaviors were identified in the wide range of the temperature and the strain rate. The stress-strain relations of the titanium alloy significantly depend on the temperature and the strain rate investigated. Thermally activated process concept was applied to explain the experimental results, and the stress-strain relations at high strain rates were well understood with taking account of adiabatic heating effect. It has been found that the stress-strain curves depend on the microstructures, while the temperature and the strain rate effects are almost independent of the different aging treatments.


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