Fatigue behavior of steel reinforced concrete (SRC) beams with different shear span-to-depth ratios

Author:

Tong Lewei,Xiao Shun,He Lang,Zhang Yunfeng,Zhao Xiao-Ling

Funder

Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference27 articles.

1. Experimental investigation on fatigue behavior of steel reinforced concrete composite beam-to-girder joints;Tong;Int J Steel Struct,2012

2. Tong LW, Xian QJ, Zhou LY, Chen YY. Fatigue test of steel reinforced concrete girders in high-speed railway station. In: Proceedings of 7th international conference on structural engineering and construction, Honolulu, Hawaii, USA, June 18–23, 2013. p. 141–4.

3. Xian QJ, Tong LW, Zhou LY, Chen YY, Xie E. Experimental study on fatigue behavior of SRC beam-to-CFRHS column connections in high-speed railway station. In: Proceedings of 7th international conference on advances in steel structures (ICASS), Nanjing, China, April 14–16, 2012. p. 651–9.

4. Fatigue tests of reinforced concrete deep beams;Teng;Struct Eng,1998

5. Fatigue of existing reinforced concrete bridge deck slabs;Schläfli;Eng Struct,1998

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