Results 71 to 80 of about 1,908 (218)
Solar radiation developing non-linear temperature distribution at the depth of the concrete structures may cause significant stress changes along the long span box type bridges.
Albostan, U. +3 more
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Reliability Assessment of Simply Supported Beam Bridge Structural Performance Based on Load Tests
Currently, bridge load tests use the verification coefficient to evaluate the structural performance of bridges in China, but this method is unsuitable. This paper presents a method that utilizes reliability to compare the actual bridge structural performance with the designed performance. Reliability functions for strain and deflection in load testing
Xuzheng Liu +6 more
wiley +1 more source
Simulation Study on Sunshine Temperature Field of a Concrete Box Girder of the Cable-Stayed Bridge
This paper investigates the distribution of the sunshine temperature field in bridge structures. To implement thermodynamic boundary conditions on the structure under the influence of sunshine, this study utilized the FILM and DFLUX subroutines provided ...
Qiusheng Wang +3 more
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Study on Mechanical Behavior of Longitudinal Wet Joints of Prefabricated Assembled Beam
This study investigates the impact of various interface construction techniques on the bending strength of longitudinal wet joints in bridge superstructures through experimentation. A functional relationship between measured bending strength and theoretical shear strength values is established by finite element simulation.
Keke Peng, Qiming Pan, Arnab Biswas
wiley +1 more source
The importance of rapid construction technologies has been recognized by the Federal Highway Administration (FHWA) and the Iowa DOT Office of Bridges and Structures.
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Experimental Study on Reasonable Steam Curing Scheme of Prefabrication Box Girder
The assembly‐line production mode was adopted to meet the production demands of prefabricated box girders for the Haiyan line. The steam curing method was introduced to accelerate concrete strength development, allowing the prestressing tension requirements of the box girders to be met quickly.
Changpo Li, Chaoyu Zhu, Pengjiao Jia
wiley +1 more source
Optimum design of composite prestressed concrete girder railway bridges
This paper deals with the formulation of design optimisation of pretsressed concrete bridges. The bridge is of a slab-on-girder type, hence modeled as an equivalent orthotropic plate.
Mohammed, S, Mohammad, F, Al-Nuaimi, A
core
Perancangan Ulang Struktur Atas Jembatan Gajah Wong Yogyakarta dengan Menggunakan Box Girder
The Gajah Wong bridge to be studied is located in road section of Selokan Mataram, connecting Gejayan Street and Seturan area, Sleman, Daerah Istimewa Yogyakarta Province.
Sentot Hardwiyono , Bagus Soebandono , Lukmanul Hakim
doaj
Optimization of Infill Concrete Dimension in Composite Girder Box Based on IGRNN
The mechanical performance of the negative bending moment zone of steel‑concrete composite continuous girders has always been a focus of attention in bridge engineering.
WANG Yafeng, LIU Jian, KE Hongjun
doaj +1 more source
The need to construct bridges that last longer, are less expensive, and take less time to build has increased. The importance of accelerated bridge construction (ABC) technologies has been realized by the Federal Highway Administration (FHWA) and the ...
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