摘要
该文基于疲劳累积损伤理论,对混凝土的冻融损伤特性进行了可靠性分析。把混凝土结构冻融破坏近似看作由不同正负峰值温度差顺序作用产生的疲劳累积损伤破坏,给出了常幅温差及变幅温差作用下基于疲劳累积损伤的冻融可靠度计算分析模型,并对某一混凝土构件的冻融损伤可靠度进行了计算分析。
Based on the theory of fatigue cumulative damage,an analysis on the reliability of concrete under freeze-thaw action was carried out.The damage of concrete structures under the action of freeze-thaw may be approximately regarded as the damage due to sequential cyclic actions with various positive-negative peak temperature differences.On this basis,the reliability model of concrete after freeze-thaw cycles is given based on the theory of fatigue cumulative damage.At last,the reliability of one concrete member after freeze-thaw cycles is calculated.
出处
《工程力学》
EI
CSCD
北大核心
2011年第1期70-74,共5页
Engineering Mechanics
基金
中国博士后科学基金项目(20080430183)
中国博士后特别基金项目(200801386)
山东省中青年科学家奖励基金项目(2008BS08001)
国家重点基础研究发展计划(973计划)项目课题(2007CB714202)
关键词
混凝土
冻融循环
可靠度
疲劳累积损伤
疲劳
concrete
freeze-thaw cycles
reliability
fatigue cumulative damage
fatigue
