Hongbo Liu , Peizhao Sun , Jijian Lian , Liulu Guo
{"title":"Axial compression performance of planar DK-shaped diaphragm welded joints","authors":"Hongbo Liu , Peizhao Sun , Jijian Lian , Liulu Guo","doi":"10.1016/j.istruc.2025.108612","DOIUrl":null,"url":null,"abstract":"<div><div>In order to study the axial compression bearing capacity of the planar DK-shaped diaphragm welded joints and the improvement of the bearing capacity caused by the internal stiffeners, axial compression tests were conducted on three joints with 1:4 scale-down model specimens, and the failure mode, deformation, bearing capacity and stress distribution of the test specimens were obtained. The test results show that the internal stiffeners can significantly improve the axial compression bearing capacity, initial axial stiffness and local buckling. The finite element model was established to study the effects of geometric parameters on the mechanical properties of the joints, such as the diameter of the chord, the ratio of the section radius to wall thickness of the chord, the ratio of the diaphragm thickness to the chord wall thickness, the ratio of the chord diameter to the stiffener width, the ratio of the stiffener thickness to the chord wall thickness. The mechanical model of planar DK-shaped diaphragm welded joint is established, and the calculation method of axial compression bearing capacity is given. The comparison between the experimental and numerical results shows that the established mechanical model meets the accuracy requirements.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"75 ","pages":"Article 108612"},"PeriodicalIF":3.9000,"publicationDate":"2025-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012425004266","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
In order to study the axial compression bearing capacity of the planar DK-shaped diaphragm welded joints and the improvement of the bearing capacity caused by the internal stiffeners, axial compression tests were conducted on three joints with 1:4 scale-down model specimens, and the failure mode, deformation, bearing capacity and stress distribution of the test specimens were obtained. The test results show that the internal stiffeners can significantly improve the axial compression bearing capacity, initial axial stiffness and local buckling. The finite element model was established to study the effects of geometric parameters on the mechanical properties of the joints, such as the diameter of the chord, the ratio of the section radius to wall thickness of the chord, the ratio of the diaphragm thickness to the chord wall thickness, the ratio of the chord diameter to the stiffener width, the ratio of the stiffener thickness to the chord wall thickness. The mechanical model of planar DK-shaped diaphragm welded joint is established, and the calculation method of axial compression bearing capacity is given. The comparison between the experimental and numerical results shows that the established mechanical model meets the accuracy requirements.
期刊介绍:
Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.