Experimental study on the mechanical behavior and mesoscopic damage of Guiyang red clay during triaxial loading

2021 ◽  
Vol 14 (24) ◽  
Author(s):  
Guosheng Yang ◽  
Shuangying Zuo ◽  
Daoyong Wu ◽  
Yinting Huang ◽  
Yabin Zhang ◽  
...  
Keyword(s):  
Experimental Study ◽  
Mechanical Behavior ◽  
Red Clay ◽  
Triaxial Loading

Experimental study of the mechanical behavior of FRP-reinforced concrete canvas panels

2017 ◽  
Vol 176 ◽  
pp. 608-616 ◽  
Author(s):  
Fangyuan Zhang ◽  
Huisu Chen ◽  
Xiangyu Li ◽  
Hui Li ◽  
Tao Lv ◽  
...  
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Mechanical Behavior

Experimental Study on Mechanical Behavior of Cold-Formed Steel Three Limbs Built-up Section Members

2010 ◽  
Vol 163-167 ◽  
pp. 651-654
Author(s):  
Tian Hua Zhou ◽  
Shao Feng Nie ◽  
Xiang Bin Liu ◽  
Guang Yi Li
Keyword(s):  
Experimental Study ◽  
Mechanical Behavior ◽  
Axial Compression ◽  
Local Buckling ◽  
Distortional Buckling ◽  
Torsional Buckling ◽  
Failure Characteristics ◽  
Compression Load ◽  
Cold Formed Steel ◽  
Flexural Torsional Buckling

18 specimens of cold-formed steel three limbs built-up section members are tested under axial compression load in this paper. The section forms are divided into two categories: A and B. Load-displacement (P-Δ) curves and failure characteristics of specimens are obtained. The results show that: As to section A members, the failure characteristics of LC, MC and SC series of specimens are flexural-torsional buckling, torsional buckling and distortional buckling, local buckling and distortional buckling. As to section B members, the failure characteristics of LC, MC series of specimens are flexural buckling, while local buckling and distortional buckling for members of SC series.

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