基于市场的形状应急钢铁码头的临界负载承受能力的简化计算方法
Zi-Yu Liu1,2, Shi-Tong Chen1,2,3, Mo-Mo Zhi1,2,3
1Collaborative Innovation Center for Performance and Security of Large-scale Infrastructure, Shijiazhuang Tiedao University, Shijiazhuang, China.
Heliyon
|December 5, 2024
概括
一个新的紧急钢铁码头系统使用易于获得的材料来快速部署修复桥梁. 这项研究得出了一种简化的公式来计算其关键负载能力,降低成本并提高实用性.
科学领域:
- 结构工程 结构工程
- 机械工程 机械工程
- 材料科学 材料科学 材料科学
背景情况:
- 传统的桥梁码头维修设备在储存和快速紧急部署方面面临挑战.
- 高昂的劳动力和财务成本与现有维修解决方案的制造和维护有关.
研究的目的:
- 开发一种新的应急钢系统,使用市场上可用的配置文件.
- 在紧急情况下获得钢铁码头的临界承载能力的分析公式.
- 建立一个优化和简化的计算方法,用于工程应用适合的关键负载能力.
主要方法:
- 考虑柱子曲模式和码头杆连接.
- 应用能量方法和板理论来得出分析公式.
- 进行数值模拟以进行比较和验证.
主要成果:
- 临界承载能力受到柱子曲模式和连接方法的影响.
- 轴对称曲折的临界负荷受材料特性 (弹性模量,波桑比率),几何学 (高度,半径,墙壁厚度) 和曲折波的影响.
- 非轴对称曲折引入了环形曲折波的数量作为一个额外的因素.
- 开发了一种简化的计算方法,取决于校正系数,修改的曲折应力,列数和横截面积.
结论:
- 开发的应急钢铁码头为快速部署提供了一个实际的解决方案.
- 简化的公式提供了一个非常实用的方法来计算紧急工程中的临界负载能力.
- 该研究提高了效率,并降低了紧急桥梁维修操作的成本.
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