矩形木梁的收缩裂纹模式及其对承载能力的影响
Xiaoyi Hu1, Jiawei Wu1, Xuwei He1
1College of Optical, Mechanical and Electrical Engineering, Zhejiang A&F University, Hangzhou 311300, China.
Materials (Basel, Switzerland)
|March 14, 2026
概括
木梁的收缩裂通过复杂的空间相互作用影响承载能力,而不是简单的加法. 本研究量化了裂损伤,使用了结构安全评估的新系数.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 木制机械 木制机械
背景情况:
- 收缩裂纹是木梁的一个常见缺陷.
- 了解裂纹模式对于预测结构完整性至关重要.
- 现有的方法可能无法完全捕捉多个裂的复杂相互作用.
研究的目的:
- 预测木梁中的收缩裂分布模式.
- 通过实验量化裂纹特征对承载能力的影响.
- 开发一个框架来评估木结构中裂纹损伤.
主要方法:
- 有限元模拟和理论分析用于裂纹预测.
- 设计六种典型裂分布模式的实验样本.
- 大样本 (1200个标本) 的骨折测试使用四点曲方法在Pinus sylvestris* var.上进行. * 蒙古语 * 蒙古语.
主要成果:
- 确定了多个裂的空间分布合效应,偏离了简单的叠加.
- 证明裂深度和位置显著影响裂相互作用.
- 引入负载能力系数 (R),衰减比 (D) 和综合裂纹影响系数 (β) 用于定量损害评估.
结论:
- 该研究提供了一个框架,将收缩裂纹特性与木梁承载能力联系起来.
- 开发的系数提供了对裂损伤的有效定量评估.
- 结果可以作为木材部件和结构的安全评估和维护的参考.
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