完全接混凝土的压缩行为 纽带梁 块 造 镜
Fei Zhu1, Yongcheng Hang1, Fenglai Wang2
1School of Civil Engineering, Harbin University of Science and Technology, Harbin 150080, China.
Materials (Basel, Switzerland)
|June 13, 2025
概括
完全接混凝土粘合梁块体镜显著提高了35.1%的压力强度与空洞镜相比. 这项研究建立了一个新的应力-张力曲线和强度计算方法,用于接的体结构.
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:
- 石头结构的单轴压缩行为对于设计至关重要.
- 完全接的混凝土粘合梁块造提供了提高性能的潜力.
- 现有的设计规范可能缺乏用于接造分析的特定参数.
研究的目的:
- 为了研究完全接的混凝土粘合梁块体镜的单轴压缩行为.
- 为了确定块强度,接强度和加载方案对镜强度的影响.
- 为了建立一个可靠的应力-张力关系的接造.
主要方法:
- 在单轴压缩下测试了45个造镜 (9个空洞,36个完全接).
- 对故障模式和初始裂纹的观察和报告.
- 实验数据的非线性拟合以建立压力-应变关系.
主要成果:
- 压力强度随着接而增加;块强度的影响较小.
- 状镜的峰值强度比空心镜高35.1%.
- 循环压缩导致强度略低于单调负载,但差异在统计学上是微不足道的.
结论:
- 接是提高粘合梁块墙的压力强度的一个关键因素.
- 已建立的应力-延展曲线和强度计算方法对于中国的体设计代码和有限元素分析有价值.
- 这项研究为精密设计接造结构提供了必不可少的数据.
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