混凝土绝热温升计算模型及其应用  

Model of Adiabatic Temperature Rise of Concrete and Its Application

作　　者：许朴[1,2] 朱岳明[2] 贲能慧 

机构地区：[1]上海市政工程设计研究总院城市院,上海200092 [2]河海大学水工结构研究所,江苏南京210098 [3]上海港湾工程质量检测有限公司,上海200032

出　　处：《应用基础与工程科学学报》2011年第2期243-250,共8页Journal of Basic Science and Engineering

基　　金：国家自然科学基金重点资助项目(505790805077901050539010)

摘　　要：混凝土绝热温升计算模型是影响混凝土结构水化热温度场有限元仿真分析精度的关键因素.本文从水泥水化放热反应本质出发,考虑龄期、温度和温度历史影响,提出了一种基于水泥水化度的混凝土绝热温升计算模型.通过对混凝土绝热温升试验数据的拟合,确定模型特征参数及验证模型的准确性,并将模型应用于混凝土温度场有限元仿真分析中.算例结果表明,该模型不仅能够采用统一的函数来描述不同浇筑温度和温度历程下的绝热温升过程,且与混凝土绝热温升的试验实测数据较好吻合,同时也能较精确地预测工程现场条件下混凝土结构实际的温度变化,具有一定的应用价值.The model of adiabatic temperature rise of concrete is the crucial factor for influencing temperature distribution calculated by FEM simulation.On the basis of the essence of hydration and heat generation of concrete,a new calculation model of adiabatic temperature rise was proposed,which was based on the degree of hydration,and took the effect of age,temperature and its thermal history into account.By adiabatic temperature test data regression analysis,parameters of the model were determined and the rationality of the model was also verified.Then,the model was applied in FEM analysis.Numerical simulation results indicate that the model can not only describe the temperature-time relationship under different curing temperature and thermal history with a uniform function,but also give more accurately estimate of temperature variation in concrete structure under engineering conditions.Thus,the proposed model has some actual value.

关 键 词：混凝土 水化度 绝热温升 等效时间 有限元方法 

分 类 号：TV315[水利工程—水工结构工程]