Strain rate effect on the tensile behaviour of textile-reinforced concrete under static and dynamic loading

2011 ◽  
Vol 528 (3) ◽  
pp. 1727-1734 ◽  
Author(s):  
Flávio de Andrade Silva ◽  
Marko Butler ◽  
Viktor Mechtcherine ◽  
Deju Zhu ◽  
Barzin Mobasher
Keyword(s):  
Reinforced Concrete ◽  
Strain Rate ◽  
Dynamic Loading ◽  
Strain Rate Effect ◽  
Rate Effect ◽  
Tensile Behaviour ◽  
Textile Reinforced Concrete ◽  
Static And Dynamic Loading

Strain-rate effect on the tensile behaviour of concrete at different relative humidity levels

2001 ◽  
Vol 34 (1) ◽  
pp. 21-26 ◽  
Author(s):  
E. Cadoni ◽  
K. Labibes ◽  
C. Albertini ◽  
M. Berra ◽  
M. Giangrasso
Keyword(s):  
Relative Humidity ◽  
Strain Rate ◽  
Strain Rate Effect ◽  
Rate Effect ◽  
Tensile Behaviour

scholarly journals FIBER MODEL ANALYSIS OF REINFORCED CONCRETE MEMBERS WITH CONSIDERATION OF THE STRAIN RATE EFFECT

1996 ◽  
Vol 61 (482) ◽  
pp. 83-92 ◽  
Author(s):  
Hiroshi HOSOYA ◽  
Tuneo OKADA ◽  
Yoshikazu KITAGAWA ◽  
Yoshiaki NAKANO ◽  
Fumitoshi KUMAZAWA
Keyword(s):  
Reinforced Concrete ◽  
Strain Rate ◽  
Model Analysis ◽  
Strain Rate Effect ◽  
Rate Effect ◽  
Fiber Model ◽  
Concrete Members

Strain rate effect on the dynamic tensile behaviour of flax fibre reinforced polymer

2018 ◽  
Vol 200 ◽  
pp. 135-143 ◽  
Author(s):  
Wenjie Wang ◽  
Xuejie Zhang ◽  
Nawawi Chouw ◽  
Zhongxian Li ◽  
Yanchao Shi
Keyword(s):  
Strain Rate ◽  
Strain Rate Effect ◽  
Flax Fibre ◽  
Rate Effect ◽  
Tensile Behaviour ◽  
Reinforced Polymer ◽  
Fibre Reinforced Polymer

Numerical Simulation of One-Way Reinforced Concrete Slabs Subjected to Blast Loadings

2013 ◽  
Vol 671-674 ◽  
pp. 726-730
Author(s):  
Tian Hua Li ◽  
Jun Hai Zhao ◽  
Xiao Ming Dong
Keyword(s):  
Numerical Simulation ◽  
Reinforced Concrete ◽  
Numerical Model ◽  
Strain Rate ◽  
Strain Rate Effect ◽  
Rate Effect ◽  
Dynamic Responses ◽  
Reinforced Concrete Slabs ◽  
Rc Slabs ◽  
Blast Loadings

The damage and failure of reinforced concrete (RC) slabs under blast loadings may cause significant hazards for frame systems even progressive collapse of whole structures. The numerical simulation of one-way RC slabs using the finite element explicit code LS-DYNA to estimate the dynamic response and failure mode of one-way RC slabs .Blast loadings are imposed on the top surface of slabs using a blast model based on conwep algorithm. Concrete was modeled using a concrete damage constitutive model considering strain rate effect, and reinforcement was modeled using a elastoplastic material type with kinematic hardening and strain rate effect. The numerical model is introduced in details and adopted to simulate the dynamic responses of RC slabs in reference test. The numerical model can match well with the test data, and thus the proposed numerical model can be considered as a valuable tool in assessing the deformation or failure mechanism and predicting the dynamic responses of one-way RC slabs subjected to blast loadings.

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