Results 51 to 60 of about 264 (137)
High‐Cycle Fatigue Assessment Method for Composite Bridges Based on Predamage Mechanics Model
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 +5 more
wiley +1 more source
A comprehensive chronicle review of the TiNbxO2 + 2.5x‐based anodes for lithium‐ion batteries over the last few decades has been performed, which is instructive and inspiring for the development of high‐performance TiNbxO2 + 2.5x‐based lithium‐ion batteries.
Cancan Peng +9 more
wiley +1 more source
Fatigue performance of bonding‐assisted fillet weld roots by inserting adhesive material
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 +3 more
wiley +1 more source
Development of a lamella‐model to evaluate stresses caused by hot asphalt installation
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 +3 more
wiley +1 more source
Experimental study on optimization of continuous steel box girder bridge deck
In order to accurately optimize the structural parameters of steel bridge deck(OSD), an optimal design method of continuous steel box girder bridge deck based on response surface method is proposed.
Chao Zhang +3 more
doaj +1 more source
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 +5 more
wiley +1 more source
Age of Flexible Electronics: Emerging Trends in Soft Multifunctional Sensors
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 +2 more
wiley +1 more source
Blast-Resistant Performance Evaluation of Steel Box Girder of Suspension Bridge
Explosions pose significant risks to large-span steel bridges, which are integral to modern transportation networks and construction projects. This study evaluates the blast resistance of the orthotropic bridge deck of the Taizhou Yangtze River Bridge ...
Qi Peng, Qizhen Wang, Liangliang Ma
doaj +1 more source
Digital Image Correlation for Assessment of Bridges’ Technical State and Remaining Resource
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 +2 more
wiley +1 more source
Fatigue Reliability Assessment for Orthotropic Steel Decks: Considering Multicrack Coupling Effects
Multiple fatigue cracks are generally present in practical engineering due to the existence of welding; the size and number of cracks of orthotropic steel bridge decks are greatly uncertain.
Jing Liu +5 more
doaj +1 more source

