Development of dynamic constitutive model of epoxy resin considering temperature and strain rate effects using experimental methods

2021 ◽  
pp. 103887
Author(s):  
Luo Gang ◽  
Wu Chunbo ◽  
Xu Kailong ◽  
Liu Lulu ◽  
Chen Wei
Keyword(s):  
Constitutive Model ◽  
Strain Rate ◽  
Epoxy Resin ◽  
Experimental Methods ◽  
Strain Rate Effects ◽  
Rate Effects

scholarly journals A constitutive model for Ti6Al4V considering the state of stress and strain rate effects

2019 ◽  
Vol 137 ◽  
pp. 103103 ◽  
Author(s):  
Wenyu Cheng ◽  
Jose Outeiro ◽  
Jean-Philippe Costes ◽  
Rachid M'Saoubi ◽  
Habib Karaouni ◽  
...  
Keyword(s):  
Constitutive Model ◽  
Strain Rate ◽  
The State ◽  
Stress And Strain ◽  
Strain Rate Effects ◽  
State Of Stress ◽  
Rate Effects ◽  
Stress And Strain Rate

scholarly journals Temperature and strain rate effects of jammed granular systems: experiments and modelling

2021 ◽  
Vol 23 (4) ◽  
Author(s):  
Piotr Bartkowski ◽  
Grzegorz Suwała ◽  
Robert Zalewski
Keyword(s):  
Finite Element Analysis ◽  
Constitutive Model ◽  
Strain Rate ◽  
Nonlinear Behavior ◽  
Experimental Investigations ◽  
Granular Systems ◽  
Element Analysis ◽  
Strain Rate Effects ◽  
Mechanical Responses ◽  
Rate Effects

AbstractJammed granular systems, also known as vacuum packed particles (VPP), have begun to compete with the well commercialized group of smart structures already widely applied in various fields of industry, mainly in civil and mechanical engineering. However, the engineering applications of VPP are far ahead of the mathematical description of the complex mechanical mechanisms observed in these unconventional structures. As their wider commercialization is hindered by this gap, in the paper the authors consider experimental investigations of granular systems, mainly focusing on the mechanical responses that take place under various temperature and strain rate conditions. To capture the nonlinear behavior of jammed granular systems, a constitutive model constituting an extension of the Johnson–Cook model was developed and is presented. green The extended and modified constitutive model for VPP proposed in the paper could be implemented in the future into a commercial Finite Element Analysis code, making it possible to carry out fast and reliable numerical simulations.

Modeling rate effects in undrained loading of sands

2004 ◽  
Vol 41 (2) ◽  
pp. 342-350 ◽  
Author(s):  
N Boukpeti ◽  
Z Mróz ◽  
A Drescher
Keyword(s):  
Constitutive Model ◽  
Strain Rate ◽  
Triaxial Compression ◽  
Technical Note ◽  
Strain Rate Effects ◽  
Dependent Behavior ◽  
Static Liquefaction ◽  
Model Response ◽  
Rate Effects ◽  
Undrained Loading

The present technical note extends the previous work by the authors concerned with formulation of a constitutive model of elastoplastic response of sands (Superior sand model) and its application to the analyses of static liquefaction and instability states in triaxial compression and extension occurring in the undrained deformation of saturated granular materials. To account for time-dependent behavior and strain rate effects, an elastic, viscoplastic extension of the model to triaxial compression is proposed. The constitutive equations derived are used to predict the model response in different loading histories. In particular, strain rate and stress rate effects and undrained creep deformation for specified stress components are discussed in detail. Comparison of model predictions with available experimental data also is provided.Key words: saturated sand, constitutive model, elastic–viscoplastic behavior.

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