ANALYSIS OF THE FLEXURAL FATIGUE PROPERTY OF REACTIVE POWDER CONCRETE

Cao Xia; Tang Ting; Liu Yaqiong; Jin Qizhi; Jin Lingzhi

doi:10.13204/j.gyjz201505020

Volume 45 Issue 5

Jul. 2015

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Zhang Yuming, Meng Shaoping. STUDY ON SIMPLIFIED CALCULATION METHOD FOR SECONDARY MOMENT OF PRESTRESSED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 44-46. doi: 10.13204/j.gyjz200603012

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Cao Xia, Tang Ting, Liu Yaqiong, Jin Qizhi, Jin Lingzhi. ANALYSIS OF THE FLEXURAL FATIGUE PROPERTY OF REACTIVE POWDER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 93-96. doi: 10.13204/j.gyjz201505020

Zhang Yuming, Meng Shaoping. STUDY ON SIMPLIFIED CALCULATION METHOD FOR SECONDARY MOMENT OF PRESTRESSED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 44-46. doi: 10.13204/j.gyjz200603012

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ANALYSIS OF THE FLEXURAL FATIGUE PROPERTY OF REACTIVE POWDER CONCRETE

doi: 10.13204/j.gyjz201505020

Publish Date: 2015-05-20

Abstract

Abstract

Based on the reactive powder concrete specimens static load and flexural fatigue test，the ultimate bearing capacity and flexural strength and fatigue life of the specimens could be obtained． The specimens failure mode and fracture process of evolution were analysed． The development of fatigue deformation of RPC specimens was divided into three stages． Compared to the normal concrete，the fatigue life of the fatigue deformation was increased by about 5% in the first stage． Based on the Weibull distribution test of RPC specimens fatigue life，the p － S － N curve equation taking account of failure probability was proposed． By the curve equation，the RPC's fatigue ultimate strength could take 58. 8% of its compressive strength．
- reactive powder concrete,
- fatigue deformation,
- fatigue life,
- fatigue ultimate strength

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