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古建木结构"松动+虫蛀"燕尾榫力学性能试验

杜鲁一 刘海鹏 李想 谢朋 董金爽

防灾减灾工程学报2026,Vol.46Issue(1):56-64,121,10.
防灾减灾工程学报2026,Vol.46Issue(1):56-64,121,10.DOI:10.13409/j.cnki.jdpme.20250916001

古建木结构"松动+虫蛀"燕尾榫力学性能试验

Experimental Study on Mechanical Behavior of"Loosening and Insect Infestation"Dovetail Joints in Chinese Historic Timber Structures

杜鲁一 1刘海鹏 1李想 2谢朋 3董金爽3

作者信息

  • 1. 海南省农垦建工集团有限公司,海南 海口 570206
  • 2. 海南大学海洋科学与工程学院,海南 海口 570228
  • 3. 海南大学土木建筑工程学院,海南 海口 570228
  • 折叠

摘要

Abstract

To investigate the degradation pattern of the mechanical properties of mortise-tenon joints in Chinese historic timber structures under the combined effects of different damage types,the typical damage form of"loosening+insect infestation"was selected.A total of four dovetail joint specimens with a scale ratio of 1:3.2 were designed and fabricated,including one intact specimen and three specimens with different degrees of"loosening+insect infestation"damage.Low-cycle reversed load-ing tests were conducted on these specimens.Based on the test observations and measured data,the mechanical properties of the specimens were analyzed,including failure characteristics,hysteretic be-havior,bearing capacity,deformation performance,and stiffness and strength degradation.The re-sults showed that the mechanical properties of the dovetail joints exhibited more pronounced degrada-tion with an increased degree of damage.All specimens exhibited a"pinching"effect in their hysteretic curves,with the shape gradually transitioning from an inverted-S shape to a Z shape.As the degree of damage increased,the deformation performance and bearing capacity of the damaged joints decreased to varying degrees.Compared with the intact joint,the bearing capacity of the damaged joints de-creased by 18.70%to 39.72%,and the displacement ductility coefficient decreased by 16.26%to 31.62%.When the rotation angle was less than 0.025 rad,the stiffness of each specimen degraded rap-idly;when the rotation angle was greater than 0.03 rad,the strength of each specimen degraded rapid-ly.It is recommended that necessary strengthening measures be implemented for loosening-damaged mortise-tenon joints in engineering practice to prevent instability-induced collapse.

关键词

古建木结构/残损性能/松动+虫蛀/燕尾榫节点/性能退化/拟静力试验

Key words

Chinese historic timber structure/damage behavior/loosening and insect infestation/dove-tail joint/performance degradation/pseudo-static loading test

分类

建筑与水利

引用本文复制引用

杜鲁一,刘海鹏,李想,谢朋,董金爽..古建木结构"松动+虫蛀"燕尾榫力学性能试验[J].防灾减灾工程学报,2026,46(1):56-64,121,10.

基金项目

国家重大科技计划项目(2019YFD1101003)、企业委托横向课题(JG-ZH-A-202411-003)、海南省自然科学基金项目(519QN190)资助 (2019YFD1101003)

防灾减灾工程学报

1672-2132

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