STRENGTH OF EPOXY-GROUTED ANCHOR BOLTS IN CONCRETE

被引：13

作者：

JAMES, RW

DELAGUARDIA, C

MCCREARY, CR

机构：

[1] Dept. of Civ. Engrg., Texas A&M Univ., College Station,TX,77843-3136, United States

来源：

JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1987年 / 113卷 / 12期

关键词：

Anchor bolts - Concrete construction - Concretes - Finite element method - Hardening;

D O I：

10.1061/(ASCE)0733-9445(1987)113:12(2365)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

An analysis based on linear and nonlinear finite element computer models of headed anchor bolts epoxied in place in hardened concrete is presented. Two failure theories, the maximum tensile stress criteria and the Mohr-Coulomb criteria, are applied to the hardened concrete. An approximate expression is developed to predict the ultimate tensile strength of the anchorage system. Results obtained through this analysis are compared to previously reported experimental data. © ASCE

引用

页码：2365 / 2381

页数：17

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