Results 41 to 50 of about 1,077 (176)
Anchorage System Contribution to Post‐Tensioned Bridge Collapse
Engineering Reports, Volume 8, Issue 5, May 2026.This paper presents an experimental investigation of a 1960s precast post‐tensioned girder bridge in Trstena, Slovakia, revealing severe corrosion and anchorage degradation that ultimately led to its collapse. The findings highlight critical vulnerabilities in obsolete anchorage systems and emphasize the need for proactive assessment and maintenance of
Petra Bujnakova +3 more
wiley +1 more source
Life Time Evaluation of Orthotropic Steel Bridge Decks [PDF]
, 2008 The fatigue performance of orthotropic steel bridge decks depends on the magnitude and number of stress cycles applied, and the deck details. The stress induced in a deck plate will be reduced by the presence of a stiff surfacing material.
Beamish, M. +3 more
core
Research of Stress Concentration and Retrofitted Methods for Orthotropic Steel Bridge Decks
, 2010 In this paper, the stress distribution of the orthotropic steel bridge deck in a suspend bridge under local wheel load is analyzed. Some retrofitted methods are introduced, two of which are studied.
Yan Ling Zhang +2 more
core +1 more source
Advanced Materials Technologies, Volume 11, Issue 7, 6 April 2026.This review outlines how understanding bone's biology, hierarchical architecture, and mechanical anisotropy informs the design of lattice structures that replicate bone morphology and mechanical behavior. Additive manufacturing enables the fabrication of orthopedic implants that incorporate such structures using a range of engineering materials ...
Stylianos Kechagias +4 more
wiley +1 more source
Behavior of Orthotropic Steel-UHPC Composite Bridge Deck under Cyclic Loading
, 2022 In recent years, ultra-high performance concrete (UHPC) has been introduced in the design of orthotropic steel decks (OSD) to reduce the risk of fatigue cracking.
Veljkovic, M. (author) +2 more
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Influence of Pavement on Fatigue Performance of Urban Steel Box Girder Deck
MATEC Web of Conferences, 2016 Based on spatial finite element analysis method, the Influence of pavement on fatigue performance of orthotropic steel deck was analyzed in terms of pavement system, asphalt pavement stiffness. The result shows that compared with asphalt pavement system,
Zheng Zhongyue, Tang Mian, Lv Shaoquan
doaj +1 more source
Structural Concrete, Volume 27, Issue 2, Page 1364-1382, April 2026.Abstract An analytical framework suited for the analysis of shear‐critical ultra‐high performance concrete (UHPC) members is presented. The numerical methodology utilizes a nonlinear finite element analysis formulation integrated with an artificial neural network (ANN) that characterizes the UHPC tension response based on its mix design. In addition, a
Amjad Diab, Anca Ferche
wiley +1 more source
Engineering Reports, Volume 8, Issue 2, February 2026.This comprehensive study advances delamination analysis in composites through innovative computational methods, experimental validation techniques, and predictive algorithms, collectively enhancing damage progression prediction and structural health monitoring for improved integrity in high‐performance applications.
Dhivya Elumalai +4 more
wiley +1 more source
, 2010 Orthotropic monolithic steel bridge deck system stiffened by U rib is very fit for high-speed railway steel bridges because of its excellent mechanical behaviors.
Mei Xin Ye, Ye Zhi Zhang, Ru Deng Luo
core +1 more source
Statistical Analysis of Stress Signals from Bridge Monitoring by FBG System
Sensors, 2018 In this paper, a fiber Bragg grating (FBG)-based stress monitoring system instrumented on an orthotropic steel deck arch bridge is demonstrated. The FBG sensors are installed at two types of critical fatigue-prone welded joints to measure the strain and ...
Xiao-Wei Ye, You-Hua Su, Pei-Sen Xi
doaj +1 more source