| 钢筋砼弯扭构件出裂后工作性能的全过程分析 |
| |
| 引用本文： | 程远兵,康谷贻. 钢筋砼弯扭构件出裂后工作性能的全过程分析[J]. 天津大学学报(自然科学与工程技术版), 1988, 0(4) |
| |
| 作者姓名： | 程远兵 康谷贻 |
| |
| 作者单位： | 天津大学土木工程系(程远兵)，天津大学土木工程系(康谷贻) |
| |
| 摘 要： | 本文采用以变角空间桁架为王组成的复合受力结构比拟钢筋砼弯扭构件,提出了既适于以扭为主也适于以弯为主的钢筋砼弯扭构件的全过程分析方法。文中还通过计算机模拟试验,对钢筋砼弯扭构件的破坏类型进行了讨论,对其配筋设计方法提出了改进建议。
|
| 关 键 词： | 空间桁架模型 弯扭构件 砼的软化 全过程分析 |
COMPLETE RESPONSE PROCESS ANALYSIS OF THE BEHAVIOUR OF R.C.MEMBERS SUBJECTED TO COMBINED BENDING AND TORSION AFTER CRACKING |
| |
| Cheng Yuanbing Kang Guyi. COMPLETE RESPONSE PROCESS ANALYSIS OF THE BEHAVIOUR OF R.C.MEMBERS SUBJECTED TO COMBINED BENDING AND TORSION AFTER CRACKING[J]. Journal of Tianjin University(Science and Technology), 1988, 0(4) |
| |
| Authors: | Cheng Yuanbing Kang Guyi |
| |
| Affiliation: | Department of Civil Engineering |
| |
| Abstract: | This puper descr?bes a space trues model with variable inollnations used as reioforeed concrete members subjected to combined bending end torsion, and presents a method of analyzing the behaviour of reinforced concrete members which ?an be used in both bending-and torsion-predominant ones in the complete response process. By computer-aided tests discussions are made about the failure mode and a proposal of reinforcement details is put forward. |
| |
| Keywords: | space truss model combined bending and torsion softening of concrete complete response process analysis |
| 本文献已被 CNKI 等数据库收录！ |
