Experimental Studies on Concrete Filled Steel Tubes under High Strain Rate Loading

2009 ◽  
Vol 21 (10) ◽  
pp. 569-577 ◽  
Author(s):  
Yan Xiao ◽  
Jianhua Shan ◽  
Qiu Zheng ◽  
Bosheng Chen ◽  
Yali Shen
Author(s):  
Gozde Tunusoglu ◽  
Alper Tasdemirci ◽  
Mustafa Guden ◽  
I. W. Hall

Quasi-static (∼10−3 s−1) and high strain rate (∼850 s−1) compression behavior of an E-glass/polyester composite was determined in the through-thickness and in-plane directions. In both directions, modulus and failure strength increased with increasing strain rate. Higher strain rate sensitivity for both elastic modulus and failure strength was observed in the inplane direction. A numerical model was developed to investigate the compressive deformation and fracture of an E-glass/polyester composite. Excellent agreement was demonstrated for the case of high strain rate loading. Also, the fracture geometries were successfully predicted with the numerical model.


1985 ◽  
Vol 46 (C5) ◽  
pp. C5-511-C5-516
Author(s):  
A. Kobayashi ◽  
S. Hashimoto ◽  
Li-lih Wang ◽  
M. Toba

2014 ◽  
Vol 8 (2) ◽  
Author(s):  
Ehsan Etemadi ◽  
Jamal Zamani ◽  
Alessandro Francesconi ◽  
Mohammad V. Mousavi ◽  
Cinzia Giacomuzzo

2019 ◽  
Vol 742 ◽  
pp. 532-539 ◽  
Author(s):  
J. Tan ◽  
L. Lu ◽  
H.Y. Li ◽  
X.H. Xiao ◽  
Z. Li ◽  
...  

1996 ◽  
Author(s):  
Richard D. Dick ◽  
William L. Fourney ◽  
John D. Williams

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