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Fatigue tests of composite beam by steel fiber reinforced self-stressing concrete in the hogging bending
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作者 胡铁明 黄承逵 +1 位作者 梁振宇 陈小锋 《Journal of Shanghai University(English Edition)》 CAS 2010年第6期430-436,共7页
Through the experiments of 7 T-section composite beams, steel fiber reinforced self-stressing concrete (SFRSC) as the composite beam in the composite layer was studied under the hogging bending. The tests simulated ... Through the experiments of 7 T-section composite beams, steel fiber reinforced self-stressing concrete (SFRSC) as the composite beam in the composite layer was studied under the hogging bending. The tests simulated composite layer tensile strain under the hogging bending of inverted loading composite beams, giving the relationship under the different fatigue stress ratios between fatigue cycles and steel bar’s stress range, crack width, stiffness loss and damage, etc., in composite layer. This article established fatigue life equation, and analyzed SFRSC reinforced mechanism to crack width and stiffness loss. The results show that SFRSC as the composite beam concrete has excellent properties of crack resistance and tensile, can reinforce the fatigue crack width and stiffness loss of composite beams, and improve the durability and in normal use of composite beams in the hogging bending zone. 展开更多
关键词 steel fiber reinforced self-stressing concrete (SFRSC) composite beam hogging bending FATIGUE
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