基于混凝土损伤力学模型的某水电站厂房带裂缝楼板钢筋混凝土结构计算

大坝与安全 ›› 2015 ›› Issue (2): 39-.

基于混凝土损伤力学模型的某水电站厂房带裂缝楼板钢筋混凝土结构计算

徐良华，刘加进

中国电建集团华东勘测设计研究院有限公司，浙江杭州，310014

收稿日期:2014-07-29 出版日期:2015-04-08 发布日期:2015-04-08
作者简介:徐良华（1982- ），男，湖北阳新人，工程师，研究方向为厂房结构设计及相关有限元厂房结构计算工作。

Reinforced concrete structure calculation for a floor with cracks of a hydropower station based on damage mechanics model

XU Liang-hua and LIU Jia-jin

PowerChina Huadong Engineering Co.,Ltd.

Received:2014-07-29 Online:2015-04-08 Published:2015-04-08

摘要/Abstract

摘要： 某水电站因机组运行条件变化引起机组剧烈振动，使机组段楼板出现了明显裂缝。基于混凝土损伤力学模型，对楼板裂缝进行了可行而有效的模拟。通过钢筋混凝土结构非线性计算和对比分析，对带裂缝楼板进行各种工况下的结构计算及安全性评价，并结合对比分析结果给出后续结构裂缝处理的指导性意见。

关键词: 楼板裂缝, ABAQUS, 混凝土损伤, 对比分析

Abstract: Severe vibration takes place in the unit of a hydropower station due to the change of operation condition. And obvious cracks are found in the unit floor. Based on damage mechanics model, a feasible and effective simulation of the cracks is carried out. By means of nonlinear calculation and comparative analysis, structure calculation and safety evaluation of the floor with cracks under various conditions are advanced. Meanwhile, this paper presents some suggestions on crack treatment.

徐良华，刘加进. 基于混凝土损伤力学模型的某水电站厂房带裂缝楼板钢筋混凝土结构计算[J]. 大坝与安全, 2015, 0(2): 39-.

XU Liang-hua and LIU Jia-jin. Reinforced concrete structure calculation for a floor with cracks of a hydropower station based on damage mechanics model[J]. dam, 2015, 0(2): 39-.