机械合的地震性能和非线性应变分析,用于混凝土结构中的高强度增强
Hung-Jen Lee1, Tzu-Yu Chang1, Chien-Chung Chen2
1Department of Civil and Construction Engineering, National Yunlin University of Science and Technology in Taiwan, Yunlin 640301, Taiwan.
Materials (Basel, Switzerland)
|June 28, 2023
概括
这项研究研究了用于地震应用的高强度钢筋的应变. 结果显示,更高的等级降低了应变要求,为特殊的时刻框架验证了机械拼接,对特定的袖子类型提出了警告.
科学领域:
- 结构工程 结构工程
- 地震设计 - 地震设计
- 材料科学 材料科学 材料科学
背景情况:
- 目前对机械条接的接受标准可能无法充分解决高强度钢筋.
- 梁和柱中的塑料链区域在地震事件期间经历了显著的应变需求.
研究的目的:
- 为了研究高强度钢筋条的菌株发展.
- 修改用于高强度钢筋的机械条接的接受标准.
- 为了评估机械合系统的抗震性能.
主要方法:
- 使用矩曲率和变形分析对梁和柱子截面进行数值分析.
- 在修改后的地震负荷协议下,对100多个机械合系统进行实验测试.
主要成果:
- 较高级别的钢筋 (550级,690级) 与420级相比,在塑料链区域的应变要求较低.
- 大多数经过测试的机械合系统成功地满足了修改后的地震加载协议.
- 精细的砂接合套件在满足地震加载协议方面存在局限性.
结论:
- 机械条合器适用于特殊时刻框架的关键塑料链区域的高强度增强.
- 精细的砂接袖需要特定的条件和结构测试,以便在预制柱中有条件使用.
- 研究结果为在地震结构中设计和应用具有高强度增强的机械合器提供了洞察力.
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