期刊导航

论文摘要

混凝土结构的温湿耦合仿真计算

Simulation Computation of Heat and Moisture Transfer in Concrete Structure

作者:郭利霞(华北水利水电学院 水利学院);陈守开(华北水利水电学院 水利学院);钟凌(河海大学 水文水资源学院)

Author:Guo Lixia(School of Water Conservancy,North China Univ. of Water Conservancy and Electric Power);Chen Shoukai(School of Water Conservancy,North China Univ. of Water Conservancy and Electric Power);Zhong Ling(College of Hydrology and Water Resources,Hohai Univ.)

收稿日期:2011-02-26          年卷(期)页码:2011,43(4):47-51

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:相对湿度;干缩;防裂

Key words:relative humidity;drying shrinkage;crack prevention

基金项目:国家自然科学基金资助项目(50779010;50539010)

中文摘要

为研究混凝土的温度和湿度变形及开裂机理,采用热质耦合传导理论、混凝土水化理论等对混凝土的热湿、应力状态进行计算。热湿耦合方程组算法在空间域采用有限元格式,在时间域采用两点差分格式,建立数值计算式,并编制了3维有限元多场耦合计算程序。用该程序对混凝土结构不同浇筑过程进行模拟,从计算结果得知,内外湿度变化的不均匀引起的干缩加大了混凝土表面出现裂缝的几率,整体干缩增大了后期强约束区应力,但如果需要采取适当的措施,如早期洒水养护,表面保温,通冷却水管等可以防止裂缝的产生。

英文摘要

In order to study the thermal, shrinkage deformation and crack mechanism of concrete, its temperature, moisture and stress distribution was calculated based on the theory of heat, mass transfer and hydration as well as finite element method. The finite element method was used in space domain, two-point time difference scheme was used in time domain, and the finite element program was coded. With the application of this program, the process of concrete structure poured in different situations was simulated. The result showed that drying shrinkage is a major cause of the deterioration of concrete structures, but proper control measures can decrease the stress of concrete, crack can be prevented.

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