Yield displacement calculation method of high-strength concrete
发布时间：2024-08-09
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- 所属单位：
- 理学院
- 发表刊物：
- Applied Mechanics and Materials and Design
- 关键字：
- 中文关键字：高强混凝土；剪力墙；屈服位移，英文关键字：high-strength concrete; shear wall; yield curvatur
- 摘要：
- Considering high compressive strength of high-strength concrete, it is assumed that concrete compressive stress of the cross-section compression zone is linear distribution when the cross-section of high-strength concrete shear wall reaches yield situation. Based on the plane section assumption, the yield curvature formula of shear wall section is obtained by using moment - curvature analysis method. The parameters effecting yield curvature of high-strength concrete shear wall are studied by using the yield curvature formula. The results show that longitudinal reinforced yield strain is the most influencing factor of the yield curvature in addition to axial load ratio. This paper presents yield curvature formula considering the impact of axial load ratio and boundary reinforcement yield stress through the regression analysis of calculation results. On this basis, the vertex yield displacement formula of high-strength concrete shear wall is proposed, and the calculation results of formula correspond to the vertex yield displacement experimental values of the 12 high-strength concrete cantilever wall well.
- 备注：
- 赵花静
- 合写作者：
- 宋璨
- 第一作者：
- 梁兴文,赵花静
- 论文类型：
- 期刊论文
- 卷号：
- 卷：353-356
- 期号：
- 期：
- 页面范围：
- 页：3382
- 是否译文：
- 否
- 发表时间：
- 2013-05-01