Results 51 to 60 of about 285 (186)

Dynamic Response of Multitower Suspension Bridge Deck Pavement under Random Vehicle Load

Advances in Materials Science and Engineering, 2021
Recently, the multitower suspension bridge has been widely used in long-span bridge construction. However, the dynamic response of the deck and pavement system of the multitower suspension bridge under random vehicle load is still not clear, which is of ...
Chenchen Zhang, Leilei Chen, Gang Liu, Zhendong Qian   +3 more
doaj   +1 more source

High‐Cycle Fatigue Assessment Method for Composite Bridges Based on Predamage Mechanics Model

Structural Control and Health Monitoring, Volume 2025, Issue 1, 2025.
Long‐span bridges face the significant challenge of deteriorating life cycles under fatigue loads. A new macroscopic damage mechanics model for rod hinge elements has been proposed to quantify the predamage of bridge beams subjected to high‐cycle fatigue.
Yongtao Bai, Qingyu Gong, Dixiao Tan, Zhongxiang Liu, Chunxu Qu, Bareille Olivier   +5 more
wiley   +1 more source

Fatigue performance of bonding‐assisted fillet weld roots by inserting adhesive material

Fatigue &Fracture of Engineering Materials &Structures, Volume 47, Issue 10, Page 3646-3657, October 2024.
Abstract This study proposes a novel method to prevent fatigue cracks at the root of fillet welds in steel bridge supports by inserting epoxy resin as an adhesive material. A total of 36 specimens, categorized into welded‐only and bonding‐assisted types, were subjected to a series of four‐point bending fatigue tests to simulate cyclic tensile stress ...
Mao Jiahao, Hirohata Mikihito, Xu Yifei, Chang Kyong‐Ho   +3 more
wiley   +1 more source

Development of a lamella‐model to evaluate stresses caused by hot asphalt installation

ce/papers, Volume 7, Issue 3-4, Page 56-61, September 2024.
Abstract On road‐bridges hot asphalt is installed to provide a level and waterproof surface. That wearing surface, however, needs occasional renewal. On a number of steel highway‐bridges it has been observed that after such asphalt‐renewal fatigue‐cracks have increasingly occurred at the welds of orthotropic bridge‐decks.
Damian Händeler, Achim Geßler, Kevin Wolters, Markus Feldmann   +3 more
wiley   +1 more source

Remaining Fatigue Strength of an Orthotropic Steel Deck with Respect to a Repair Method by Cold Joining Techniques

ce/papers, Volume 7, Issue 3-4, Page 143-152, September 2024.
Abstract The increased traffic loads of the last decades led to an overload of the existing infrastructure. Especially for orthotropic steel decks of bridges, which are prone to fatigue fractures, this have led to structural damages of different categories.
Florian Kalkowsky, Markus Schröder, Christoph Blunk, Ralf Glienke, Jörg Alex, Wilko Flügge   +5 more
wiley   +1 more source

Age of Flexible Electronics: Emerging Trends in Soft Multifunctional Sensors

Advanced Materials, Volume 36, Issue 16, April 18, 2024.
With the commercialization of first‐generation flexible mobiles and displays in the late 2010s, humanity has stepped into the age of flexible electronics. Inevitably, soft multifunctional sensors, as essential components of next‐generation flexible electronics, have attracted tremendous research interest like never before.
Jeng‐Hun Lee, Kilwon Cho, Jang‐Kyo Kim   +2 more
wiley   +1 more source

Digital Image Correlation for Assessment of Bridges’ Technical State and Remaining Resource

Structural Control and Health Monitoring, Volume 2024, Issue 1, 2024.
Bridges enable communications and transportation of goods nationally and internationally, underpinning economic and social activities, and thus they are pylons of our prosperity and mobility. Bridges worldwide are constantly subjected to physical wear, ageing, deterioration, hazards, environmental influences, and increased loading.
Nadiia Kopiika, Yaroslav Blikharskyy, Zoran Rakicevic   +2 more
wiley   +1 more source

Bending performance of prefabricated ultra-thin UHPC unit plate reinforced orthotropic steel bridge decks

Frontiers in Materials
To address the challenges related to lengthy construction period, complex maintenance requirement, and the elevated risk of shrinkage cracking associated with cast-in-place UHPC reinforcement of orthotropic steel bridge decks. This paper proposes a novel
Xiang Zhou, Xiang Zhou, Jinlong Jiang, Jinlong Jiang, Le Liu, Le Liu, Shan Wang, Shan Wang, Xilei Deng, Xilei Deng, Yong Li, Yong Li, Zhongya Zhang, Zhongya Zhang   +13 more
doaj   +1 more source

Data‐Driven Fatigue Failure Probability Updating of OSD by Bayesian Backward Propagation

Structural Control and Health Monitoring, Volume 2024, Issue 1, 2024.
This study introduces a data‐driven approach for updating the fatigue failure probability of the orthotropic steel deck (OSD) using Bayesian backward propagation. The OSD in steel bridges is considered as a parallel system composed of two critical fatigue‐prone components, namely, the rib‐to‐diaphragm and rib‐to‐deck joints.
You-Hua Su, Xiao-Wei Ye, Yang Ding, Bin Chen, Wenai Shen   +4 more
wiley   +1 more source

Nonlinear behaviour of an orthotropic steel bridge deck

, 1975
Bibliography: p. 101-103.
openaire   +2 more sources