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考虑钢筋约束效应的开裂混凝土梁的自由振动

陈得良 王文亭 刘峰

长沙理工大学学报:自然科学版2011,Vol.8Issue(2):35-39,50,6.
长沙理工大学学报:自然科学版2011,Vol.8Issue(2):35-39,50,6.

考虑钢筋约束效应的开裂混凝土梁的自由振动

Free vibrations for cracked concrete beams considering the effect of reinforced constraints

陈得良 1王文亭 1刘峰1

作者信息

  • 1. 长沙理工大学土木与建筑学院,湖南长沙410004
  • 折叠

摘要

Abstract

Based on the relationship between the flexibility rate and crack stress intensity factor, the cracked concrete beam model considering the effect of reinforced constraints is established. The characteristic equation of a simple supported cracked beam is acquired. Considering reinforced constraints effect or not, the former three natural frequencies with various crack depths and positions are investigated. The numerical analysis shows that the natural frequencies of cracked concrete beam increases, compared with the case ignoring effects of reinforced constraints and the natural frequency varies with the crack depth and position.

关键词

Timoshenko梁/裂纹/钢筋约束效应/固有频率

Key words

Timoshenko beam/crack/effect of reinforced constraints/natrual frequency

分类

力学

引用本文复制引用

陈得良,王文亭,刘峰..考虑钢筋约束效应的开裂混凝土梁的自由振动[J].长沙理工大学学报:自然科学版,2011,8(2):35-39,50,6.

基金项目

湖南省自然科学基金资助项目 ()

长沙理工大学学报:自然科学版

OACSTPCD

1672-9331

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