首页|古建筑木结构榫卯节点力学性能研究进展

古建筑木结构榫卯节点力学性能研究进展

扫码查看
榫卯节点是古建筑木结构区别于其他结构的重要构造措施之一,具有典型的半刚性连接特性,其力学性能对古建筑木结构的抗震性能影响较大.根据在结构中连接方式的不同,总结了水平与竖向构件连接、竖向构件连接和水平构件连接榫卯节点的特点和用途.从受力机理、力学模型和数值分析3个方面,对榫卯节点力学性能的研究现状进行了梳理.在受力机理方面,归纳了不同类型榫卯节点的受力特点与破坏特征,分析了节点构造尺寸、节点损伤及构造措施等因素对节点力学性能的影响.在力学模型方面,阐述了基于理论推导、模型试验和数值模拟力学模型的建立过程,并指出了不同方法的局限性.在数值分析方面,以木材本构关系为基础,介绍了榫卯节点的精细化数值分析和在整体结构中的简化分析.通过对榫卯节点力学性能的研究成果的回顾,发现节点类型不完善、影响因素不全面、力学模型复杂和模拟精度不足等问题,为榫卯节点力学性能的进一步研究指出方向,也为准确反映节点在古建筑木结构中的力学性能提供支撑.
Review on mechanical performance of mortise-tenon joints in traditional timber structures
The mortise-tenon joint is a crucial component that distinguishes traditional timber structures from others.It exhibits characteristic semi-rigid behavior which significantly affects the seismic performance of traditional timber structures.In this article,the characteristics and applications of mortise-tenon joints in different member connections were reviewed,and the research status on the mechanical performance of mortise-tenon joints was also discussed,focusing on the force mechanism,mechanical models,and numerical analysis.The load characteristics,failure features,and influencing factors of different joint types were examined.The establishments of theoretical analyses,tests,and numerical simulations were explained,along with the limitations of each method.Additionally,wood constitutive relationships and both refined and simplified numerical analysis techniques were discussed.The issues such as incomplete joint classification,inadequate consideration of factors,complex models,and insufficient simulation accuracy were identified in the research.These findings offer guidance for future research and the accurate assessment of the performance of mortise-tenon joint in traditional timber structures.

traditional timber structuremortise-tenon jointforce mechanismmechanical modelnumerical analysis

潘毅、安仁兵、游文龙

展开 >

西南交通大学土木工程学院,四川成都 610031

西南交通大学抗震工程技术四川省重点实验室,四川成都 610031

古建筑木结构 榫卯节点 受力机理 力学模型 数值分析

国家自然科学基金项目

51878559

2024

建筑结构学报
中国建筑学会

建筑结构学报

CSTPCD北大核心
影响因子:1.546
ISSN:1000-6869
年,卷(期):2024.45(7)
  • 94