实验和理论研究关于钢筋混凝土异常柱的曲刚性降低
Shuwei Lan1, Yu Liu2, Dejun Mao3
1Faculty of Architecture and Civil Engineering, Kunming University, Economic and Technological Development Zone, No.2 Puxin Road, Kunming, Yunnan650214, China. lanshuwei2000@163.com.
Scientific reports
|August 10, 2025
概括
本研究引入了钢筋混凝土柱的新模型,考虑了裂和负载变化. 开发的公式准确地预测了异常压缩柱的屈曲刚度的降低.
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:
- 目前的规格使用一个统一的因子来减少异常压缩柱的刚性.
- 这种统一的因素并不能解释不同弹性塑料的柔性刚度,而这种刚度受到混凝土裂等因素的影响.
研究的目的:
- 为了研究在钢筋混凝土柱中柔性刚性的变化规则,考虑二次效应.
- 开发一个更准确的模型来预测弹性塑料柔性刚性减少.
主要方法:
- 钢筋混凝土异常压缩柱的实验测试.
- 基于曲矩和曲率分析的三线性计算模型的开发.
- 线性回归分析,以获得刚性降低因子的公式.
主要成果:
- 建立了一个三线计算模型来表示弹性塑料的柔性刚性.
- 为了计算弹性塑料柔性刚性降低因子,我们得出了一个公式.
- 该公式有效地纳入了混凝土裂纹的影响,轴向压缩比,离心率和钢筋比.
结论:
- 与均因子相比,拟议的公式提供了更准确的柔性刚性减少预测.
- 该模型增强了在异常压缩下钢筋混凝土柱的行为理解和预测.
- 这些发现可以应用于预测现有结构的柔性刚性降低.
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