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在通风立面的和被动支架的非线性行为:实验测试和数值建模
Łukasz Zawiślak1, Krzysztof Schabowicz1, Ołeksij Kopyłow2
1Faculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland.
Materials (Basel, Switzerland)
|December 11, 2025
概括
这项研究比较了和创新的被动立面支架. 由于温度敏感性和脆性故障,被动支架需要非线性分析,与可预测的支架不同.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 立面工程 立面工程
背景情况:
- 透气立面依赖于基层结构作为支.
- 传统的支架和具有复合材料间层的创新性被动支架是常见的解决方案.
- 了解它们的行为对于立面的安全性和耐用性至关重要.
研究的目的:
- 为了比较和被动立面支架的承载能力,变形和故障机制.
- 评估当前计算方法对两种支架类型的适用性.
- 识别在立面支架设计中的潜在规范性差距.
主要方法:
- 在认可的实验室条件下对支架进行实验测试 (EAD 090034-00-0404).
- 有限元 (FE) 分析,包括弹性-塑性和非线性建模.
- 对不同的支架材料进行线性和非线性分析方法的比较.
主要成果:
- 支架显示可预测的塑化,应力再分配和逐渐的容量损失,通过线性分析验证.
- 被动支架表现出准易碎的行为,温度敏感性和突然故障,表明线性模型是不够的.
- 在两种支架类型之间观察到机械行为和故障模式的显著差异.
结论:
- 被动立面支架的开发需要非线性分析和对复合材料和环境影响的长期测试.
- 目前的设计指南和欧洲评估文件 (EAD) 没有充分解决被动支架行为.
- 这项研究有助于通风立面的安全性和耐用性,为未来的设计程序和规范更新提供信息.
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