EXPERIMENTAL STUDY OF MECHANICAL BEHAVIORS OF SRC BEAMS UNDER ECCENTRIC TENSION

Tang Jinshu; Han Wentao; Zhang Kun; Chen Gang; Ye Zujun; Zhang Chuan; Fu Jianping

doi:10.13204/j.gyjz201508031

Volume 45 Issue 8

Nov. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(8): 170-174

ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025

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Tang Jinshu, Han Wentao, Zhang Kun, Chen Gang, Ye Zujun, Zhang Chuan, Fu Jianping. EXPERIMENTAL STUDY OF MECHANICAL BEHAVIORS OF SRC BEAMS UNDER ECCENTRIC TENSION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 170-174. doi: 10.13204/j.gyjz201508031

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EXPERIMENTAL STUDY OF MECHANICAL BEHAVIORS OF SRC BEAMS UNDER ECCENTRIC TENSION

doi: 10.13204/j.gyjz201508031

Publish Date: 2015-08-20

Abstract

Abstract

Monotonic static loading tests of four 1∶ 0. 55 scale model of SRC beam-slab members under eccentric tension were conducted． Experimental research mainly focused on the failure modes，crack distribution and width of cracks， bearing capacity，etc． The experimental results indicated that the crack widths under load cases of practical engineering were smaller than the limit value of Code for Design of Concrete Structures ( GB 500102012) ． Referring to the formula for crack width of SRC flexural members in technical specification for steel reinforced concrete composite structures ( JGJ 1382001) and combining with the formula for crack width of reinforced concrete members under eccentric tension in Code for Design of Concrete Structures，the formula for maximum crack width of eccentric tension SRC members under short-term loads was proposed，whose calculated results were compared with the test ones．
- SRC beam-slab,
- eccentric tension,
- crack width

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