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预应力钢-混凝土组合梁受弯承载力简化计算
引用本文:宗周红,车惠民,房贞政. 预应力钢-混凝土组合梁受弯承载力简化计算[J]. 福州大学学报(自然科学版), 2000, 28(1): 56-61
作者姓名:宗周红  车惠民  房贞政
作者单位:福州大学土木建筑工程学院!福建福州350002(宗周红,房贞政),西南交通大学土木工程学院!四川成都610031(车惠民)
基金项目:福建省科委资助!98Z37
摘    要:研究了不同预应力施工顺序和建造方法的Ⅱ类截面预应力钢-混凝土组合梁受弯承载力的弹性分析和弹塑性分析方法,给出了计算弹性和塑性极限荷载的基本方程.计算结果和试验结果较为吻合,可供设计与施工参考.

关 键 词:混凝土      预应力  荷载  计算
文章编号:1000-2243(2000)01-0056-06
修稿时间:1999-06-14

Simplified Calculations of Flexible Moment Capacity of Prestressed Composite Steel-Concrete Beams
ZONG Zhou-hong,CHE Hui-min,FANG Zhen-zheng''. Simplified Calculations of Flexible Moment Capacity of Prestressed Composite Steel-Concrete Beams[J]. Journal of Fuzhou University(Natural Science Edition), 2000, 28(1): 56-61
Authors:ZONG Zhou-hong  CHE Hui-min  FANG Zhen-zheng''
Affiliation:’ ( College of Civil Engineering and Architectures, Fuzhou University, Fujian Fuzhou 350002, China; College of Civil Engineering, Southwest Jiaotong University, Sichuan Chengdu 610031, China)
Abstract:Some simplified methods for the elastic and clasto-plastical analysis of prestressed compostie steel-concrete girders with different scqucnce of prestressing, different construction methods, and with classll sections, were studyed in this paper. Equations were provided for the calculation of the yield or cracking load and ultimate capacity of the girders. The cal culation results were good with the test results. These methods can be used as a reference for the designing and results construction.
Keywords:concrete  steel  beams  prestressing  load  calculation  
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