A Study of the Evaluation of Fatigue Crack at Welded Joint for Steel Plate Girder
Fatigue phenomenon is one of the main factors controlling the life of the steel bridges. And it is caused from accumulation of live load stress for long time under a normal condition rather than an extreme condition.
Jun, S.S. +7 more
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STUDY, EVALUATION AND TEST OF SUBMODULE TO GIRDER BOLTED JOINT
The object of the present work is to study the bolted joint submodule to girder. This joint is critical from the point of view of the mechanical integrity of the Tilecal Barrel and Extended Barrel modules and LAr Endcaps.
Blocki, J +3 more
core
Truss girder joint with a large diameter mechanical fastener
A joint with a large diameter fastener for connecting large span truss girder nodes is presented in the paper. The joint strength and slip modulus were analysed by means of experimental testing and the finite element method.
Vlatka Rajčić +7 more
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Lateral buckling of steel I-section bridge girders braced by U-frames [PDF]
Tbe study consists of an experimental and analytical investigation into the lateral buckling behaviour of steel I-section girders braced by continuous or discrete U-frames.
Yuen, Rose Mui
core
Field Monitoring of Curved Girder Bridges with Integral Abutments
Nationally, there are questions regarding the design, fabrication, and erection of horizontally curved steel girder bridges due to unpredicted girder displacements, fit-up, and locked-in stresses.
Greimann, Lowell +4 more
core
Joint-free Bridges With High Performance Materials
Joint-free bridges are preferred over those with conventional expansion joints because they provide better protection for structural components and allow such assets to reach their intended service life.
Katie Chu (10856205)
core +1 more source
Expansion joints in bridges : integral abutment joint proposal (IAJ) [PDF]
RESUMEN: Juntas de calzada: parte del puente, de poco coste inicial y grande en mantenimiento. Repasa diferentes tipos de juntas, su localización según estribo, patologías asociadas, consecuencias, causas de patologías y esbozo de resolución.
Aparicio García, Jorge
core
A numerical analysis of inclination and rectification of ramp-bridge piers adjacent to surcharge load in soft clay area. [PDF]
Shen B, Mao D, Ding Y, Wang L, Li Z.
europepmc +1 more source
Field Testing and Evaluation of a Demonstration Timber Bridge;TR-604, February 2012
Asphalt wearing surfaces are commonly used on timber bridges with transverse glued-laminated deck panel systems to help protect the timber components. However, poor performance of these asphalt wearing surfaces in the past has resulted in repeated repair
core
Numerical simulation on seismic pounding damage in a simply-supported steel bridge. [PDF]
Shi F, Wang D, Tong L, Tang W.
europepmc +1 more source

