节点文献
混凝土Ⅰ型裂缝的损伤断裂判据
DAMAGE AND FRACTURE CRITERION FOR MODE I CRACK OF CONCRETE
【摘要】 把损伤理论引入混凝土的断裂分析中,推导出混凝土Ⅰ型裂缝在静、动荷载作用下裂缝端部损伤区长度的计算公式,给出了混凝土允许损伤尺度的定义、计算公式和新的损伤断裂判据,实现了损伤与断裂力学的有机结合。提出的损伤断裂判据与国内外一系列实验结果吻合良好。
【Abstract】 Damage theory is used to the concrete fracture criterion. The boundary equations of damage zone under static and dynamic loading are obtained. The new concrete “damage-fracture criterion” is developed by the new concept of allowed damage length. The experimental results and prediction ones from the formula of damage length are in good agreement.
【关键词】 断裂力学;
损伤力学;
混凝土;
判据;
Ⅰ型裂缝;
【Key words】 fracture mechanics; damage mechanics; concrete; criterion; mode I crack;
【Key words】 fracture mechanics; damage mechanics; concrete; criterion; mode I crack;
【基金】 国家自然科学基金(60172049)资助课题
- 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2003年03期
- 【分类号】TU375
- 【被引频次】41
- 【下载频次】693