Experimental study of strain rate effects on normal weight concrete after exposure to elevated temperature

2016 ◽  
Vol 50 (1) ◽  
Author(s):  
Chaochen Zhai ◽  
Li Chen ◽  
Qin Fang ◽  
Wensu Chen ◽  
Xiquan Jiang
Keyword(s):  
Experimental Study ◽  
Elevated Temperature ◽  
Strain Rate ◽  
Normal Weight ◽  
Strain Rate Effects ◽  
Normal Weight Concrete ◽  
Rate Effects

Experimental Study on Dynamic Compression of Nylon Reinforced Concrete

2006 ◽  
Vol 326-328 ◽  
pp. 1581-1584 ◽  
Author(s):  
Qing Ming Zhang ◽  
Zhong Ming Gu ◽  
Li Chen ◽  
Xiao Ying Wang ◽  
Shi Sheng Hu
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Strain Rate ◽  
Dynamic Compression ◽  
Failure Strength ◽  
Strain Rate Effects ◽  
Heterogeneous Effects ◽  
Rate Effects ◽  
Large Particles

Results of tests using two kinds of nylon reinforced concrete samples are described . In order to deal with the heterogeneous effects of samples resulted from large particles which range from7mm to10mm in diameters, a SPH bar which is 74mm in diameter is used. There seems something new and difficult in the method of testing the concrete’s dynamic compressive responses. The results show that there are obvious strain rate effects in both the two kinds of samples , and the failure strength increases with the increasing of the strain rate.

Anisotropy and strain rate effects on the failure behavior of TWIP steel: A multiscale experimental study

2019 ◽  
Vol 115 ◽  
pp. 178-199 ◽  
Author(s):  
Manjunatha Madivala ◽  
Alexander Schwedt ◽  
Ulrich Prahl ◽  
Wolfgang Bleck
Keyword(s):  
Experimental Study ◽  
Strain Rate ◽  
Twip Steel ◽  
Failure Behavior ◽  
Strain Rate Effects ◽  
Rate Effects
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