基于数值模拟方法的钢框架结构的不均结算和纠正研究
Hang Chen1, Yuxu Guo2, Shagea Alqawzai2
1School of Civil Engineering, Guang'an Vocational & Technical College, Guang'an, PR China.
PloS one
|May 24, 2024
概括
本研究涉及使用升降校正技术解决不均的建筑. 建议采用棋盘式的破碎柱子方法和多阶段的升降柱子方法,以最小化结构干扰和提高安全性.
科学领域:
- 结构工程 结构工程
- 地质技术工程 地质技术工程
- 计算力学 计算力学 计算力学
背景情况:
- 不均的结算对建筑稳定性和安全性构成重大风险.
- 提升校正是缓解定居所引起的结构损坏的关键技术.
研究的目的:
- 为了研究不均沉积对轻钢结构的影响.
- 评估和比较不同的升降校正方法,以实现最佳的结构修复.
- 为处理建筑解决问题的工程师提供实际指导.
主要方法:
- 在ABAQUS中开发一个复杂的有限元素 (FE) 模型,使用精细的材料构成模型.
- 结构反应的分析,包括模式分析,应力场分析和位移反应.
- 对四种提升校正策略的比较评估:同时打破柱 (BC),棋盘式BC,同时提升柱 (LC) 和多阶段LC.
主要成果:
- 不均的结算会降低结构性自身价值和频率,导致不稳定性和潜在的联合收益率.
- 国际象棋板式的BC方法导致较少的初始应力场干扰与同时BC相比.
- 与同步LC相比,多阶段LC方法在应力场,位移,损伤,能量消耗和内部力方面表现出优异的性能.
结论:
- 建议采用象棋板式的破碎柱子和多阶段的升降柱子方法进行实际应用.
- 这些推方法最大限度地降低了结构干扰,并提高了起重纠正过程中的安全性.
- 该研究为工程师提供了宝贵的见解,以解决建筑物中不均的解决问题.
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