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Mechanical Behavior of Rectangular Steel-Reinforced ecc/concrete composite column under eccentric Compression

Transactions of Tianjin University 2015年第3期21卷 269-277页

作者：潘金龙鲁冰顾大伟夏正昊夏天阳 Key Laboratory of concrete and Pre-stressed concrete Structures of Ministry of Education Southeast University

In order to improve the seismic performance, deformation ability and ultimate load-carrying capacity of columns with rectangular cross section, engineered cementitious composite （ecc） is introduced to partially substitute concrete in the edge zone of reinforced concrete columns and form reinforced ecc/concrete composite columns. Firstly, based on the assumption of plane remaining plane and the simplified constitutive models, the calculation method of the load-carrying capacity of reinforced ecc/concrete columns is proposed. The stress and strain distribu- tions and crack propagation of the composite columns in different states of eccentric compressive loading are ana- lyzed. Then, nonlinear finite element analysis is conducted to study the mechanical performance of reinforced ecc/concrete composite columns with rectangular cross section. It is found that the simulation results are in good agreement with the theoretical results, indicating that the proposed method for calculating the load-carrying capacity of concrete/ecc composite columns is valid. Finally, based on the proposed method, the effects of ecc thickness, com- pressive strength of concrete and longitudinal reinforcement ratio on the mechanical performance of reinforced ecc/ concrete composite columns are analyzed. Calculation results indicate that increasing the thickness of ecc layer or longitudinal reinforcement ratio can effectively increase the ultimate load-carrying capacity of the composite column with both small and large eccentricity, but increasing the strength of concrete can only increase the ultimate Ioad- carrying capacity of the composite column with small eccentricity.

关键词： engineered cementitious composite (ecc) steel-reinforced concrete ecc/concrete composite column eccentric compression behavior ultimate load-carrying capacity

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