Results 41 to 50 of about 285 (186)

Temperature Measurements During Asphalt Paving on a Bridge with Orthotropic Deck

ce/papers, Volume 8, Issue 6, Page 233-237, December 2025.
Abstract Currently, there is no defined load case for asphalt paving in bridge design codes. This often leads to discussions during the planning of bridges in Germany, particularly for steel bridges. As part of the rehabilitation of the Franz Joseph Strauβ Bridge in Passau, the pavement was removed and newly installed.
Malik Ltaief, Philipp Stangl, Martin Mensinger   +2 more
wiley   +1 more source

Structural behavior of deteriorated Gerber half‐joints in highway overpasses by nonlinear finite element analysis combined with a simplified uniform‐corrosion model

Structural Concrete, Volume 26, Issue 5, Page 5677-5707, October 2025.
Abstract Gerber half‐joints, broadly used in the last century as elements of concrete bridges, are prone to corrosion‐induced deterioration, which may lead to brittle shear collapse. It is of paramount importance to develop advanced numerical models for simulating the collapse behavior of Gerber half‐joints, taking material deterioration into account ...
Dario De Domenico, Nino Spinella, Davide Messina, Matteo Mazzeo, Antonino Recupero   +4 more
wiley   +1 more source

Experimental Study of Environmental Conditions on In-Situ Engineered Cementitious Composites-Steel Deck Interface

Applied Sciences, 2020
In this study, engineered cementitious composite (ECC) was used as a deck paving for long-span bridges. The feasibility of using an epoxy adhesive to achieve wet-bonding between a steel deck and cast-in-place ECC was evaluated.
Shuyin Wu, Xiaoyin Sun, Jun Yang, Ruochong Yang, Jipeng Zhu   +4 more
doaj   +1 more source

Experimental Investigation on Fatigue Improvement of Orthotropic Steel Bridge Deck Using Steel Fiber Reinforced Concrete

International Journal of Concrete Structures and Materials, 2023
The high-performance topping concrete overlay would significantly reduce the fatigue stresses at susceptible details of orthotropic steel deck (OSD) and effectively improve the fatigue performance.
Huawen Ye, Ao Huang, Chengchuan Jiang, Wenchao Wang   +3 more
doaj   +1 more source

Enhancing SHM with the extension of the deformation area difference method into the strain area difference method

Structural Concrete, Volume 26, Issue 5, Page 5555-5577, October 2025.
Abstract This study contributes to the fields of nondestructive testing (NDT) and structural health monitoring (SHM), which are pivotal for extending the service life of infrastructure and aligning with sustainability goals in construction. The study emphasizes an advanced application of the deformation area difference (DAD) Method, focusing on the ...
Tarik Čamo, Eftychia Apostolidi, Danièle Waldmann   +2 more
wiley   +1 more source

Increasing Inventory Rating Factor of Steel Truss Bridge Through Orthotropic Steel Deck Panel Application

Journal of the Civil Engineering Forum, 2022
Currently, 18,648 bridges with a total length of 510,366 km have been constructed in Indonesia, but only 86% are in good condition, while the rest are damaged.
Erik Wahyu Pradana, Andreas Triwiyono, Ali Awaludin, Saroj Mandal   +3 more
doaj   +1 more source

A Review of Technical Advances and Applications of Intelligent Inspection Robots in Structural Health Monitoring

SmartBot, Volume 1, Issue 3, September 2025.
This review presents recent advances in intelligent inspection robots for structural health monitoring. It highlights key technologies in sensing, data processing, and fault localization, along with challenges and future directions. The aim is to support practical deployment and promote intelligent, efficient, and autonomous monitoring systems ...
Dongjie Li, Huaitao Shi, Bing Cai, Xiaotian Bai, Lu Chen, Gang Han, Chenghong Mi   +6 more
wiley   +1 more source

Response Surface-Based Finite Element Model Updating of Steel Box-Girder Bridges with Concrete Composite Decks

Advances in Civil Engineering, 2022
The orthotropic steel deck (OSD) using the steel-steel fiber reinforced concrete (SFRC) deck can be used in small and medium-span bridges for its advantages of construction convenience and lower construction cost.
Cheng-Qi Xiong, Zhi-Wen Zhu, Jin Jiang
doaj   +1 more source

Vibrational Response of Solid RC Slab System Under Synchronized Multiperson Walking Excitation

Advances in Civil Engineering, Volume 2025, Issue 1, 2025.
Solid reinforced concrete (RC) floor systems have become susceptible to vibration from walking‐induced excitation due to the lightweight characteristics of concrete. This reduces the serviceability of the building in terms of occupant discomfort, adaptability to dynamic load, durability issues resulting from undesirable cracking, and service life.
Tazwar Bakhtiyar Zahid, Khan Mahmud Amanat, Muhammad Tariq Chaudhary   +2 more
wiley   +1 more source

Experimental study on optimization of continuous steel box girder bridge deck

Journal of Asian Architecture and Building Engineering
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, Quansheng Sun, Dandan Kong, Bowen Hu   +3 more
doaj   +1 more source