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对具有非线性合进化材料参数的自承载混凝土屋顶的分析
Landry Djopkop Kouanang1,2, Merlin Bodol Momha1, Daniel Ambassa Zoa1,2
1Laboratory of Energy Materials Modeling and Methods (E3M), Douala, Cameroon.
这项研究引入了用于混凝土结构的新设计方法,结合了热化学和水力机械行为. 它揭示了延迟效应显著放大结构变形,相当于施加机械负荷的183倍.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 结构分析 结构分析
背景情况:
- 传统的混凝土设计使用理想的弹性模型,忽视了关键的时间依赖效应,如爬行和收缩.
- 这些延迟的效应,加上水化,可以显著改变结构的演变,并导致混凝土建筑的损坏.
研究的目的:
- 提出和验证一个设计方法,整合混凝土的热化学和水力机械 (TCHM) 行为.
- 量化延迟效应在干燥条件下对混凝土结构行为的影响.
主要方法:
- 在实验室条件下,在混凝土样本中对菌株的实验监测.
- 有限元法 (FEM) 模拟干燥下混凝土的行为,用Mensi的扩散定律解决水分分布的非线性部分微分方程.
- 使用基于外理论的六节点元素 (MT6) 进行应力和位移分析.
主要成果:
- 该研究确定了与干燥期间不均的水分分布相关的梯度发展.
- 在考虑TCHM行为时,FEM模拟准确地建模了应力和位移.
- 考虑到对厚度变化的延迟影响,显示机械冲击比单独施加的机械负载大183倍.
结论:
- 提议的TCHM设计方法有效地捕捉了混凝土的复杂行为,包括延迟效应.
- 延迟效应显著影响混凝土变形,这是精确结构分析和设计的关键因素.
- 经过验证的方法成功地应用于现实世界的案例:一个自支的混凝土屋顶.
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