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原文传递 Frame Element with Mixed Formulations for Composite and RC Members with Bond Slip. II: Correlation Studies
题名: Frame Element with Mixed Formulations for Composite and RC Members with Bond Slip. II: Correlation Studies
其他题名: Alsiwat,J.M.,and Saatcioglu,M.(1992)."Reinforcement anchorage slip under monotonic loading."J.Struct.Eng.,10.1061/(ASCE)0733-9445(1992)118:9(2421),2421–2438.
正文语种: 英文
作者: Chin-Long Lee
关键词: Steel-concrete composite structures;Reinforced concrete structures;Mixed formulation;Bond slip;Convergence;Correlation;Three-dimensional;Biaxial cyclic loading;Strain distribution;Slip distribution;Analysis and computation
摘要: This paper discusses the convergence and accuracy of the three mixed formulations in the companion paper for a new composite frame element that is suitable for the large-scale, large-displacement inelastic analysis of structures. The convergence is assessed with the inelastic response of a steel-concrete composite substructure under uniaxial loading. The accuracy of the formulations is assessed by correlating the numerical results with experimental data from a steel-concrete composite substructure under uniaxial loading and from the biaxial response of two reinforced concrete (RC) cantilever columns. The correlation studies confirm the accuracy and numerical robustness of the mixed formulations for global response measures such as the force-displacement relation and for local response measures such as the strain and relative slip distributions in the composite member. Special emphasis in the numerical studies is placed on the challenging cyclic, biaxial response of the RC cantilever columns that previous models are unable to capture. The paper concludes with an evaluation of the significance of the bond-slip interaction in RC and composite elements on the local and global response of structural members.
出版年: 2015
论文唯一标识: P-26Y2015V141N11025
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)ST.1943-541X.0001274
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 141
期: 11
页码: 272-280
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