首页> 外文会议>1st International Conference on Microstructure Related Durability of Cementitious Composites(首届与水泥基复合材料耐久性相关的微观结构国际会议)论文集 >A NUMERICAL METHOD FOR CALCULATING HYGRO-THERMAL DEFORMATION OF CONCRETE, PART Ⅰ: THE PRINCIPLE OF THE CALCULATION METHOD
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A NUMERICAL METHOD FOR CALCULATING HYGRO-THERMAL DEFORMATION OF CONCRETE, PART Ⅰ: THE PRINCIPLE OF THE CALCULATION METHOD

机译:计算混凝土水热变形的一种数值方法,第一部分:计算方法的原理

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摘要

The environmentally (hygral and thermally) induced stress and deformation are essentialto concrete durability. To simulate the deformation of concrete caused by the coupling effectof temperature and moisture, a calculation method comprising analytical process and finiteelement analysis is proposed based on the mechanism of heat and moisture transfer in porousmedium. In analytical method, Laplace transformation and transfer function were used tosimplify and solve the coupled partial differential equations of heat and moisture transfer inLaplace domain. Then the moisture and temperature distribution in time domain yields byinverse Laplace transformation. The hygro-thermal deformation of concrete is numericallysimulated by finite element method (FEM) based on the obtained temperature and moisturestress transformed from the solved moisture distribution. The calculation of concrete hygro-thermal dcformation by analytical and FEM method avoids the complex eigenvalues,coupling difficulty and low accuracy in other solving method, and also effectively calculatesthe moisture induced shrinkage which is almost impossible using familiar FEM sofiwares.Furthermore, a software named Coupling Temperature and Moisture Simulation System forconcrete (CTMSoft) was represented and developed by a mix programming. And thissoftware provided a simple and more intuitive interface between user and computer byproviding a graphical user interface(GUl).
机译:环境(水力和热力)引起的应力和变形对于混凝土的耐久性至关重要。为了模拟温度和水气耦合效应引起的混凝土变形,基于多孔介质中水热和水分传递的机理,提出了一种包括解析过程和有限元分析的计算方法。在分析方法中,使用拉普拉斯变换和传递函数来简化和求解拉普拉斯域中水热传递的耦合偏微分方程。然后通过逆拉普拉斯逆变换得到时域中的水分和温度分布。基于所求解的水分分布所获得的温度和湿度应力,通过有限元方法(FEM)对混凝土的湿热变形进行了数值模拟。通过分析和有限元方法计算混凝土湿热变形,可以避免复杂的特征值,耦合困难和其他求解方法精度低的问题,并且还可以有效地计算出水分诱导的收缩率,而这是使用熟悉的有限元软件所无法实现的。通过混合编程来表示和开发混凝土温度和湿度模拟系统(CTMSoft)。通过提供图形用户界面(GUl),该软件在用户和计算机之间提供了一个简单而直观的界面。

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