Damage evaluation in gap tubular truss ‘K’ bridge joints using SFEM
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference16 articles.
1. Stress concentrations in tubular joints;Potuin;Soc Pet Eng (S P E) J,1977
2. Finite element modelling of tubular joints: 1. Numerical results;Jubran;J Struct Eng ASCE,1995
3. Finite element modelling of tubular joints: 11. Design equations;Jubran;J Struct Eng ASCE,1995
4. Stress analysis of spatial frames with consideration of local flexibility of planner tubular joints;Chen;J Eng Struct,1996
5. Experimental study on fatigue behaviour of welded tubular ‘K’ joints for bridges;Schumacher;Eng Struct,2006
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1. Analysis of Strong Stress Concentrations of Key Joints for Super-Spanned Steel Truss Bridges;KSCE Journal of Civil Engineering;2023-06-05
2. Magnetic Stress Sensing System for Nondestructive Stress Testing of Structural Steel and Steel Truss Components Based on Existing Magnetism;Sensors;2020-07-21
3. Compressive Behavior of Damaged Tubular T-joints Retrofitted with Collar Plate;KSCE Journal of Civil Engineering;2019-08-09
4. The smoothed finite element method (S-FEM): A framework for the design of numerical models for desired solutions;Frontiers of Structural and Civil Engineering;2019-01-29
5. Static test on failure process of tubular T-joints with initial fatigue crack;STEEL COMPOS STRUCT;2017
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