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纤维增强聚合物约束混凝土柱轴压本构模型研究新进展
引用本文:邓宗才.纤维增强聚合物约束混凝土柱轴压本构模型研究新进展[J].力学与实践,2015,37(1):33-39,63.
作者姓名:邓宗才
作者单位:北京工业大学建筑工程学院, 北京 100124
基金项目:国家自然科学基金(51378032);北京市自然科学基金(8142005);教育部博士点基金(20131103110017)资助项目
摘    要:较全面总结了纤维增强聚合物约束混凝土的本构模型最新进展,分析了各类模型的理论基础、特点、存在的问题,探讨了纤维增强聚合物约束混凝土轴压强度与变形规律、破坏机制等,总结了影响本构模型的主要影响因素,如约束应力的计算、纤维增强聚合物实际破坏应变值等,为今后对本构模型比较分析提供了基本框架.

关 键 词:纤维增强聚合物约束混凝土  本构模型  轴压强度
收稿时间:2014-04-22

PROGRESS IN STUDIES OF THE CONSTITUTIVE MODEL OF FRP-CONFINED CONCRETE COLUMNS
DENG Zongcai.PROGRESS IN STUDIES OF THE CONSTITUTIVE MODEL OF FRP-CONFINED CONCRETE COLUMNS[J].Mechanics and Engineering,2015,37(1):33-39,63.
Authors:DENG Zongcai
Institution:Beijing University of Technology, Institute of Architecture and Engineering, Beijing 100124, China
Abstract:This paper reviews the latest progress in studies of the constitutive models of the FRP(fiber reinforced polymer)-confined concrete,and analyzes their theoretical basis, the characteristics and the problems of existing models, focusing on the axial compressive strength and deformation, the failure mechanism of the FRP-confined concrete, and the main factors affecting the constitutive models, such as the FRP restraint stress and the actual strain at the failure state. A basic framework for comparative analysis of constitutive models in future is suggested.
Keywords:FRP(fiber reinforced polymer)-confined concrete  constitutive model  axial compressive strength
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