在反向循环负荷下,混凝土中的平板条的结合行为
Jun Zhao1, Lu Yin1, Xiaopeng Li1
1School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.
Materials (Basel, Switzerland)
|July 14, 2023
概括
研究混凝土结构中的平板条显示,更高的混凝土强度会增加粘合应力,而更长的嵌入长度会减少. 一个新的模型准确地预测了用于地震安全评估的债券应力滑动曲线.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 结构工程 结构工程
背景情况:
- 平板条在钢筋混凝土中很常见,影响地震性能.
- 评估粘合行为对于现有和修复的混凝土结构的安全至关重要.
研究的目的:
- 研究在单调和反向循环负荷下混凝土中的平板条的粘合性能.
- 为了评估混凝土等级和嵌入长度对粘合行为的影响.
主要方法:
- 在使用平板棒的混凝土样本上进行了粘合测试.
- 分析了混凝土压力强度和嵌入长度的影响.
- 开发了一种基于弹性分析和数据拟合的债券应力滑动模型.
主要成果:
- 与单调负荷相比,在反向循环负荷下,最大结合应力和滑动较低.
- 增加混凝土的压力强度增加了最大的结合应力.
- 嵌入长度的增加对最大结合应力产生了负面影响.
结论:
- 建立了一个经过验证的结合应力滑动模型,用于预测在各种负载条件下平面条的行为.
- 该模型有助于评估混凝土结构的抗震性能和安全性.
- 这些发现为设计和改造使用平板条的混凝土结构提供了有价值的数据.
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