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使用不同的均质化方法预测混凝土弹性模块
Jing Zhou1, Hang Lin1, Kaishun Qiu2
1School of Resources and Safety Engineering, Central South University, Changsha 410083, China.
预测混凝土的弹性模量是一项挑战. 一种代半力学方法显著改善了同质化模型,在这种异质材料中,预测误差降低了高达30%.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 计算力学 计算力学 计算力学
背景情况:
- 混凝土的异质性给准确的弹性模量预测带来了挑战.
- 经典的同质化方法提供了各种方法,但往往缺乏精度.
研究的目的:
- 系统地评估混凝土有效弹性模块的经典均质化方法.
- 开发一个改进的计算框架,以提高预测准确度.
主要方法:
- 研究了稀释近似,自相一致,概括自相一致,莫里-塔纳卡,差异,沃伊格特和罗伊斯模型.
- 提出了一种具有动态参数更新的代策略,结合了半力学和数值模拟.
- 运用数学用于符号和数值计算.
主要成果:
- 代策略显著提高了预测准确度,最大误差降低了高达30%.
- 稀释方法在较低的总体体积分数中表现出色.
- 莫里-塔纳卡模型对刚性,中度度的聚合物最准确.
- 在总和和矩阵刚度相似时,通用自一致方法的表现优于标准版本.
结论:
- 拟议的代框架大大提高了混凝土同质化模型的预测能力.
- 模型选择至关重要,取决于总体体积分和与矩阵相对的刚度.
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