4.7 Article

Modeling of the strut-and-tie parameters of deep beams for shear strength prediction

期刊

ENGINEERING STRUCTURES
卷 108, 期 -, 页码 104-112

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2015.11.024

关键词

Deep beam; Structural parameter; Shear strength prediction; Strut-and-tie model

资金

  1. National Taiwan University
  2. Ministry of Science and Technology of Taiwan
  3. National Center for Research on Earthquake Engineering (NCREE)

向作者/读者索取更多资源

A generally accepted rational model to predict the shear strength of a structural member needs to satisfy Navier's three principles (force equilibrium, strain compatibility, and constitutive equations). However, a shear model satisfying these three principles usually requires rigorous computational effort. This study reveals that, if involved structural parameters are properly considered, a simple strut-and-tie model that merely satisfies force equilibrium can give similar accuracy compared to the sophisticated strain compatible model. This finding was verified against 118 deep beam specimens tested in the laboratory. The important structural parameters identified are the definition of a shear element that is consistent with force discontinuity, the consideration of elastic behavior in estimating the width of a strut, the dimensions of a nodal zone influenced by a loading plate, and the proper selection of the probable failure modes. (C) 2015 Elsevier Ltd. All rights reserved.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据