首页 | 本学科首页   官方微博 | 高级检索  
     检索      

草街冲砂闸闸墩C25混凝土施工温度观测反分析
引用本文:黄修山,杨桥培,白绍鹏.草街冲砂闸闸墩C25混凝土施工温度观测反分析[J].三峡大学学报(自然科学版),2009,31(6):29-32.
作者姓名:黄修山  杨桥培  白绍鹏
作者单位:重庆航运建设发展有限公司,重庆,400020
摘    要:基于闸墩C25混凝土现场原型试验,采用混凝土非稳定温度场求解的有限元仿真计算技术,集成了混凝土内部冷却水管的离散模型和迭代算法,根据现场温度实测资料,结合优化遗传算法对闸墩试验段混凝土温度场进行了反演分析.研究表明,反演所获取混凝土特性参数能较好体现工程实际情况,为温控仿真计算和确定温控防裂措施提供了重要保证.

关 键 词:现场试验  墩墙混凝土结构  热学参数  反分析  温度场

Construction Temperature Observation and Back Analysis of Pier-wall C25 Concrete for Caojie Sluice
Huang Xiushan,Yang Qiaopei,Bai Shaopeng.Construction Temperature Observation and Back Analysis of Pier-wall C25 Concrete for Caojie Sluice[J].Journal of China Three Gorges University(Natural Sciences),2009,31(6):29-32.
Authors:Huang Xiushan  Yang Qiaopei  Bai Shaopeng
Institution:Huang Xiushan Yang Qiaopei Bai Shaopeng (Construction and Development Co. , Ltd. , Chongqing Shipping, Chongqing 400020. China)
Abstract:According to the in-situ measurement of temperature and weather,based on the optimized genetic algorithm and the strict numerical iterative procedure of cooling-pipe,back analysis of characteristic parameters is carried out for the constructional C25 concrete of the pier.The results of back analysis show that the computational results have a good agreement with the measured values and the parameters are reliable.It will provide important reference to temperature control simulation,so as to provide an effective method for solving the problem of temperature crack.
Keywords:in-situ test  pier-wall concrete structures  thermal parameters  back analysis  temperature field
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号