型钢混凝土构件的粘结-滑移本构关系研究

刘俊玲; 梁斌; 胡军

doi:10.13204/j.gyjz200805022

型钢混凝土构件的粘结-滑移本构关系研究

doi: 10.13204/j.gyjz200805022

1.
1. 河南科技大学建筑工程学院,洛阳 471003;
2.
2. 中机十院国际工程有限公司,洛阳 471039

基金项目:

河南省科技攻关项目(002462004);河南省教育厅自然科学项目(200510464007)

详细信息

作者简介:
刘俊玲,女,1981年2月出生,硕士研究生.E-mail:liangbin@mail.haust.edu.Cn

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- 文章访问数: 62
- HTML全文浏览量: 6
- PDF下载量: 44
- 被引次数: 0
出版历程
- 收稿日期: 2007-12-20
- 刊出日期: 2008-05-20

THEORETICAL ANALYSIS ON BOND-SLIP CONSTITUTIVE RELATION OF PUSHING AND PULL MEMBER ON STEEL AND CONCRETE INTERFACE IN SRC STRUCTURES

1.
1. College of Architecture and Engineering,Henan University of Science and Technology,Luoyang 471003;
2.
2. International Engineering Co.,Ltd,No.10 Institute of China Machinery Industry,Luoyang 471039

摘要

摘要: 基于国内外有关型钢混凝土粘结滑移的试验研究资料,以型钢混凝土短柱在拉拔和推出状态下的试件为例,推导了型钢混凝土的粘结滑移本构关系。根据型钢混凝土的受力平衡条件和边界条件,建立在不同锚固位置上的-s关系式,为型钢混凝土粘结滑移本构关系奠定了理论基础,并为采用有限元进一步分析型钢混凝土结构的非线性性能提供参考和依据。
- 型钢混凝土 /
- 粘结滑移 /
- 本构关系 /
- 推拉试件
Abstract: Based on the former experimental research on bond-slip performance, the constitutive relation of bond-slip on steel and concrete interface in SRC structures has been established. Through analysis of the former experimental researches on bond-slip performance, constitutive relation in different anchor-hold place of push and pull member on steel and concrete interface in SRC structures has been set up according to the conditions of balance and boundary, which lays down an academic foundation for constitutive relation of other SRC members and provides a reference for analyzing the non-linear performance of SRC members using ANSYS.
- steel reinforced concrete structure (SRC) /
- bond-slip /
- constitutive relation /
- pushing and pull member

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参考文献(10)

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