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Multiphysics Lattice Discrete Particle Model for the simulation of concrete thermal spalling

机译:混凝土热纺锤仿真模拟的多体晶格离散粒子模型

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摘要

Explosive thermal spalling behavior during fire exposure is one of the major issues in the design of modern reinforced concrete structures. Previous experience on fire disasters indicates that spalling of concrete can have serious structural and economic consequences and must be taken into account in the design for fire. However, spalling mechanisms and their interaction still remain in dispute in the scientific community. In order to shed some light on this phenomenon, a discrete hygro-thermal model of concrete at high temperature called DTemPor3 is proposed and a full coupling scheme between DTemPor3 and the Lattice Discrete Particle Model (LDPM) is performed. The proposed multi-physical coupled model features the effect of pore pressure and temperature on the mechanical response as well as the impact of cracking on moisture mass transport and heat transfer. Simulations of typical spalling experiments show good agreements with data gathered from the literature for both high-performance concrete and ordinary concrete, demonstrating the accuracy of the proposed approach. Cracking localization is found to significantly impede the local pore pressure build-up due to the increase of pore or crack volume. The numerical simulations demonstrate that the spalling phenomenon can be successfully reproduced, only when the effect of thermal stresses is taken in account along with the effect of pore pressure on crack initiation.
机译:爆炸性热剥落行为在火灾期间是现代钢筋混凝土结构设计中的主要问题之一。以前的消防灾害经验表明混凝土的剥落可能具有严重的结构和经济后果,并且必须在设计设计中考虑到灭火。然而,科学界的剥夺机制及其互动仍然存在争议。为了在这种现象上阐明一些光,提出了一种在称为Dtempor3的高温下的混凝土的离散效果 - 热模型,并进行了Dtempor3和晶格离散粒子模型(LDPM)之间的完全耦合方案。所提出的多物理耦合模型具有孔隙压力和温度对机械响应的影响以及裂缝对水分传输和热传递的影响。典型剥落实验的模拟展示了与高性能混凝土和普通混凝土的文献中收集的数据良好的协议,展示了所提出的方法的准确性。由于孔隙或裂纹体积的增加,发现裂解定位显着妨碍局部孔隙压力累积。数值模拟表明,只有在考虑热应力的效果以及孔隙压力对裂纹引发的影响时,才能成功再现剥落现象。

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