在疲劳和静态负载下,状波纹支架的故障机制和承载能力的变化
Krzysztof Śledziewski1, Marcin Górecki1
1Faculty of Civil Engineering and Architecture, Lublin University of Technology, Nadbystrzycka 40, 20-618 Lublin, Poland.
Materials (Basel, Switzerland)
|December 31, 2025
概括
这项研究在循环负荷下检查了带有阴形波纹网的钢梁. 负载范围显著影响疲劳损伤,而循环数对性能的影响较小.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 带有波纹网的钢梁在面对周期性负载的结构中至关重要.
- 波纹几何学极大地影响了疲劳性能.
研究的目的:
- 调查正弦波纹网的全尺寸钢梁的疲劳行为和故障机制.
- 分析负载范围和周期数对损坏,刚性和剩余容量的影响.
主要方法:
- 在静态和循环四点曲下对五个简单支梁的实验测试.
- 应用了不同的负载范围 (ΔF) 和循环数 (N).
- 检查了局部网络不稳定性和侧向扭曲曲相互作用.
主要成果:
- 确定了两个主要的故障机制:局部网页曲与侧边屈服,以及局部网页和侧向扭曲曲的组合.
- 负载范围 (ΔF) 是疲劳损伤的主要因素;周期数量具有次要影响.
- 总体刚度在加载后期保持稳定;梁保持了显著的剩余负载能力.
结论:
- 负载范围是波纹网梁疲劳评估的关键参数.
- 波纹网梁表现出弹性,即使在疲劳负载后也保持了刚性和承载能力.
- 这些发现对于在桥梁和建筑中设计和评估带有形波纹网的钢梁至关重要.
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