首页 | 本学科首页   官方微博 | 高级检索  
     

钢管再生混凝土构件受力机理研究
引用本文:杨有福. 钢管再生混凝土构件受力机理研究[J]. 工业建筑, 2007, 37(12): 7-12
作者姓名:杨有福
作者单位:福州大学,土木工程学院,福州,350002
基金项目:福建省引进高层次人才科研启动经费 , 福建省教育厅科研项目 , 福州大学校科研和教改项目
摘    要:在确定钢管与核心再生混凝土本构关系模型的基础上,采用有限元法对钢管再生混凝土轴压短柱、纯弯构件和压弯构件的破坏模态和荷载-变形关系曲线进行全过程分析,揭示出受力过程中钢管与核心再生混凝土截面应力分布规律及钢管与核心再生混凝土之间的相互作用,较为深入地认识了静力荷载作用下钢管再生混凝土构件的工作机理。

关 键 词:钢管混凝土  再生混凝土  工作机理
收稿时间:2007-08-05
修稿时间:2007-08-05

STUDY ON BEARING MECHANISMS OF RECYCLED AGGREGATE CONCRETE-FILLED STEEL TUBULAR MEMBETS
Yang Youfu. STUDY ON BEARING MECHANISMS OF RECYCLED AGGREGATE CONCRETE-FILLED STEEL TUBULAR MEMBETS[J]. Industrial Construction, 2007, 37(12): 7-12
Authors:Yang Youfu
Abstract:Based on the constitutive models of steel and core recycled aggregate concrete(RAC),the failure modes and the load versus deformation complete curves of recycled aggregate concrete filled steel tubular(RACFST) stub columns,beams and beam-columns were calculated using finite element analysis(FEA) method. The analytical results reveal the rules of stress distribution in steel and RAC cross-section,and the interaction between the steel tube and core RAC under loading procedure.The results in this paper deeply demonstrate the working mechanisms of RACFST members subjected to static loads.
Keywords:concrete-filled steel tube recycled aggregate concrete mechanism
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号