An Experimental Study of the Mechanical Behavior of a Weak Intercalated Layer

2013 ◽  
Vol 47 (2) ◽  
pp. 791-798 ◽  
Author(s):  
Baotian Xu ◽  
Changhong Yan
Keyword(s):  
Experimental Study ◽  
Mechanical Behavior ◽  
Weak Intercalated Layer

Experimental Study on the Mechanical Behavior of Cemented Soil Reinforced with Straw Fiber

2021 ◽  
Author(s):  
Abdulrahman Aldaood ◽  
Amina Khalil ◽  
Marwen Bouasker ◽  
Muzahim AL-Mukhtar
Keyword(s):  
Experimental Study ◽  
Mechanical Behavior ◽  
Cemented Soil

An experimental study on the piezoresistive and mechanical behavior of carbon nanocomposites subject to high-rate elastic loading

2020 ◽  
Vol 198 ◽  
pp. 108285
Author(s):  
J.A. Hernandez ◽  
Nesredin Kedir ◽  
Boon Him Lim ◽  
W. Chen ◽  
T.N. Tallman
Keyword(s):  
Experimental Study ◽  
Mechanical Behavior ◽  
High Rate ◽  
Carbon Nanocomposites ◽  
Elastic 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.

Experimental Study on the Spatial Mechanical Behavior of CFST X-Shaped Arches Subjected to Non-directional Loads

2019 ◽  
pp. 378-385
Author(s):  
Jiangang Wei ◽  
Zhitao Xie ◽  
Qingxiong Wu ◽  
Baochun Chen ◽  
Jianchun Ping
Keyword(s):  
Experimental Study ◽  
Mechanical Behavior
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