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原文传递 Plastic Hinge Rotation Capacity of Reinforced HPFRCC Beams
题名: Plastic Hinge Rotation Capacity of Reinforced HPFRCC Beams
其他题名: Abaqus[Computer software].Paris,Dassault Systemes.
正文语种: 英文
作者: Ali Hemmati
关键词: Finite element;High performance fiber reinforced cementitious composite (HPFRCC);Plastic hinge;Reinforced concrete;Rotation capacity;Analysis and computation
摘要: High performance fiber reinforced cementitious composite (HPFRCC) materials exhibit strain hardening behavior under tensile loading. This strain hardening response occurs after the first cracking of the material. In this paper, experimental and parametric studies were conducted to assess the influence of the compressive strength, loading type, and tension reinforcement ratio (ρ) on the ultimate deformation characteristics of reinforced HPFRCC beams. The analytical and numerical results for simply supported beams with different amounts of tension reinforcement ratios under three different loading conditions are presented and compared with each other and with the available experimental data. The plastic hinge rotation capacity increases as the loading condition changes from the concentrated load in the middle to the uniform load, and it reaches a maximum in the case of two-point loading. The effect of loading type on the plastic hinge rotation capacity of the reinforced beams with a high amount of ρ is not as significant as that of lightly reinforced beams. Based on the analytical results, new simple equations as a function of the tension reinforcement ratio and the loading type are proposed. Analytical results indicate that the proposed equations can be used with sufficient accuracy to calculate the plastic hinge rotation capacity of reinforced HPFRCC beams.
出版年: 2015
论文唯一标识: P-26Y2015V141N02013
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)ST.1943-541X.0000858
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 141
期: 02
页码: 116-126
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