scholarly journals Influence of corrosion on the mechanical behavior of strand of a non-rotating wire rope: experimental study

2019 ◽  
Vol 18 ◽  
pp. 731-741
Author(s):  
Abdeljalil Jikal ◽  
Fatima Majid ◽  
Hassan Chaffou ◽  
Mohamed El Ghorba
Keyword(s):  
Experimental Study ◽  
Mechanical Behavior ◽  
Wire Rope

Analysing The Mechanical Behavior of a Non-Rotating Wire Rope

2003 ◽  
Vol 14 (6) ◽  
pp. 383-396
Author(s):  
R. Ashkenazy, ◽  
D. Elata, ◽  
M.P. Weiss,
Keyword(s):  
Mechanical Behavior ◽  
Wire Rope

Arrangement Characteristics and Wear Distribution of Wire Rope in Parallel Grooved Multi-Layer Winding

2013 ◽  
Vol 423-426 ◽  
pp. 842-845 ◽  
Author(s):  
Zhi Hui Hu ◽  
Yong Hu ◽  
Ji Quan Hu
Keyword(s):  
Experimental Study ◽  
Wire Rope ◽  
Wire Ropes ◽  
The Wire ◽  
Wear Damage

Based on the analysis of multi-layer winding arrangement characteristic of the wire rope in Lebus drum, the experimental study is carried on wear distribution of the wire rope in parallel grooved multi-layer winding. The result shows that, the wire rope is arranged regularly in each drum area in parallel grooved multi-layer winding; the wear of wire ropes in crossover zone is more serious than that of the parallel zone; in the same-layer wire rope winding in crossover zone, the wear damage during the wire rope winding in crossover zone at the end of each-layer drum is the most serious.

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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