关于钢混凝土复合梁在爬行后曲性能的实验调查
Faxing Ding1, Yang Dai1, Xiaolei He2
1School of Civil Engineering, Central South University, Changsha 410075, China.
Materials (Basel, Switzerland)
|December 11, 2025
概括
钢混凝土梁中的高剪切连接显著减少了爬行偏移和延迟滑动. 盒子段比I段的性能更好,连续梁提供了更好的抗裂和曲能力. 适当的剪接连接设计对于长期性能至关重要.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
背景情况:
- 钢混凝土复合梁的长期柔性性能是复杂的.
- 剪切连接,截面和边界条件的合效应尚未得到充分理解.
研究的目的:
- 系统地研究复合梁在爬行下长期的柔性性能.
- 为了澄清剪切连接度,截面形状和连续性对爬行行为的影响.
主要方法:
- 在10个梁 (简单支和连续,盒子和I形) 上进行实验研究.
- 模拟爬行测试,然后进行单调曲测试.
- 检查了不同程度的剪切连接 (0.57,1.08,1.53).
主要成果:
- 更高的剪切连接 (1.53) 减少了15-20%的爬行偏移,并延迟了滑动.
- 盒子截面显示了比I截面少10-15%的爬行偏移.
- 与简单支的相比,连续梁表现出更好的裂纹阻力和曲能力.
- 混凝土的弹性模量在爬行后降低了40-60%,性能与剪切连接度相反相关.
结论:
- 剪切连接度对于减轻复合梁的爬行效应至关重要.
- 横截面形状和梁连续性也显著影响长期曲性能.
- 该研究为设计复合体梁的长期耐用性提供了关键数据.
关键词:
混凝土的强度降低,混凝土的强度降低.爬行 爬行 爬行 爬行 爬行 爬行截面形状的横截面形状.曲轴承是一种柔性轴承.内部部队的重新分配,重新分配.剪切连接的程度 剪切连接的程度钢-混凝土复合梁梁是什么意思更多相关视频
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