| 一种新的无腹筋梁受剪承载力计算方法 |
| |
| 引用本文： | 金琰 吴艳秋. 一种新的无腹筋梁受剪承载力计算方法[J]. 河北理工学院学报, 2000, 22(1): 84-90 |
| |
| 作者姓名： | 金琰 吴艳秋 |
| |
| 作者单位： | 天津大学土木系!天津300072(金琰，康谷贻)，滦县房地产开发公司!河北滦县063700(吴艳秋)，河北理工学院土建系!河北唐山063009(苏幼波) |
| |
| 摘 要： | 在引入虚拟裂缝模型 (FCM)的基础上 ,通过对受剪承载力的有关影响因素的理论分析 ,并利用国内外有关试验数据进行了回归分析 ,得到了一个以虚拟裂缝模型 (FCM)为基础的钢筋砼无腹筋简支梁受剪承载力计算公式。
|
| 关 键 词： | 断裂力学 虚拟裂缝模型 无腹筋梁 受剪承载力 |
A new methed on shear capacity calculation of RC beams without shear reinforcement |
| |
| JIN Yan ,SU you po ,KANG Gu yi. A new methed on shear capacity calculation of RC beams without shear reinforcement[J]. Journal of Hebei Institute of Technology, 2000, 22(1): 84-90 |
| |
| Authors: | JIN Yan SU you po KANG Gu yi |
| |
| Affiliation: | JIN Yan 1,SU you po 2,KANG Gu yi 1 |
| |
| Abstract: | The paper introduces fictitious crack model into shear capacity calculation of longitudinal beams,and analyzes the factors which influence shear capacity of longitudinal beams.Then after the analysis and regression of experimental data of other researchers both from home and abroad,a shear capacity calculation equation of fictitious crack model is proposed. |
| |
| Keywords: | fracture mechanics fictitious crack model longitudinal beams Shear capacity tensile strength of concrete |
| 本文献已被 CNKI 维普 等数据库收录！ |
