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低温下钢结构裂缝损伤识别方法(I)
引用本文:张红梅,李岩,裴强. 低温下钢结构裂缝损伤识别方法(I)[J]. 低温建筑技术, 2004, 0(5): 98-101
作者姓名:张红梅  李岩  裴强
作者单位:1. 黑龙江省航务勘察设计院,哈尔滨,150020
2. 中国地震局工程力学研究所,黑龙江,哈尔滨,150080
摘    要:钢材在低温下脆性增大容易发生脆性裂缝 ,本文利用截面抗弯刚度的降低来模拟这种裂缝损伤 ,提出了用应变模态方法来识别这种损伤。回顾了近 2 0年来损伤识别的方法 ,详细阐述了应变模态方法的理论基础 ,最后对应变模态法的工程实用性进行了评价

关 键 词:低温  脆性裂缝  损伤  应变模态
文章编号:1001-6864(2004)05-0098-03

DAMAGE IDENTIFICATION METHOD OF STEEL STRUCTURAL CRACK AT LOW TEMPERATURE I:THEORY
ZHANG Hong mei ,LI Yan ,PEI Qiang. DAMAGE IDENTIFICATION METHOD OF STEEL STRUCTURAL CRACK AT LOW TEMPERATURE I:THEORY[J]. Low Temperature Architecture Technology, 2004, 0(5): 98-101
Authors:ZHANG Hong mei   LI Yan   PEI Qiang
Affiliation:ZHANG Hong mei 1,LI Yan 1,PEI Qiang 2
Abstract:At low temperature, structural steel tends to be more brittle and cracks easily. In this paper, the crack is modeled by the degradation of flexural rigidity and the cracks can be detected with strain mode. Strain model analysis is a damage diagnosis method which is sensitive to damage location and damage degree. In the end,the application of strain mode method is evaluated.
Keywords:low temperature  brittle crack  damage  strain mode
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