The bond behaviour of CFRP-to-concrete bonded joints under fatigue cyclic loading: An experimental study

2020 ◽  
pp. 121674
Author(s):  
Hao Zhou ◽  
Dilum Fernando ◽  
Van Thuan Nguyen ◽  
Jian-Guo Dai
Keyword(s):  
Experimental Study ◽  
Cyclic Loading ◽  
Bonded Joints ◽  
Bond Behaviour

CFRP-to-steel bonded joints subjected to cyclic loading: An experimental study

2018 ◽  
Vol 146 ◽  
pp. 28-41 ◽  
Author(s):  
Yongming Yang ◽  
Manuel A.G. Silva ◽  
Hugo Biscaia ◽  
Carlos Chastre
Keyword(s):  
Experimental Study ◽  
Cyclic Loading ◽  
Bonded Joints

Experimental Study on Seismic Performance of Ridge Joint of Double C Steel under Cyclic Loading

2011 ◽  
Vol 243-249 ◽  
pp. 1435-1438 ◽  
Author(s):  
Ming Chen ◽  
Yang Sun ◽  
Bing Qian Pi
Keyword(s):  
Experimental Study ◽  
Cyclic Loading ◽  
Seismic Performance ◽  
Engineering Application ◽  
Steel Structure ◽  
Energy Performance ◽  
Gusset Plate ◽  
Cold Formed Steel ◽  
Bolt Spacing ◽  
Steel Section

The double C steel section is made of two C steels with gusset plate through bolts. A ridge joint of double C steel is studied through experiment under cyclic loading in this paper. Through the four specimens with different gusset-plate’s thickness and bolt spacing, we analyze the effect of the gusset-plate’s thickness and bolt spacing on stiffness, ductility and energy performance. At last we recommend the suitable gusset-plate’s thickness. The results can give a reference to the engineering application of cold-formed steel structure.

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