Experimental and numerical study on ultra low cycle fatigue fracture of X steel tubular joints with CHS braces to SHS chord
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference40 articles.
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2. Cyclic void growth model to assess ductile fracture initiation in structural steels due to ultra low cycle fatigue;Kanvinde;J. Eng. Mech-ASCE.,2007
3. A cumulative damage model for extremely low cycle fatigue cracking in steel structure;Huang;Struct. Eng. Mech.,2017
4. A simplified approach to predict the failure of steel members under interaction effect of fracture and fatigue;Adasooriya;Int. J. Fatigue,2013
5. Mode mixity for tubular K-joints with weld toe cracks;Qian;Eng. Fract. Mech.,2006
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1. Numerical simulation of the crack propagation effect on the hysteretic behavior of CHS-X joints;Engineering Failure Analysis;2024-09
2. A novel machine-learning based framework for calibrating micromechanical fracture model of ultra-low cycle fatigue in steel structures;Engineering Fracture Mechanics;2024-08
3. Characterization of fatigue crack growth behavior in welded tubular T-joint;Marine Structures;2024-07
4. Comparative study of different strengthening methods for circular hollow section K-joints;Journal of Constructional Steel Research;2024-06
5. Seismic Performance of Rectangular Hollow Section X-Joints Subjected to In-Plane Bending Moment;Buildings;2023-10-02
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