Results 71 to 80 of about 37,069 (262)

Effective Structural Concrete Repair, Volume 1 of 3, Repair of Impact Damaged Prestressed Concrete Beams with CFRP;TR-428 , March 2004 [PDF]

open access: yes, 2004
Structural concrete is one of the most commonly used construction materials in the United States. However, due to changes in design specifications, aging, vehicle impact, etc.

core  

Slip analysis of prestressed steel-concrete continuous composite beam

open access: yesJournal of King Saud University: Engineering Sciences
To analyze the horizontal shear resistance participation degree of the shear studs on the web and diaphragm flange in the negative moment area of the steel–concrete continuous composite box girder, the steel–concrete composite girder specimen was ...
Jun Sun   +3 more
doaj   +1 more source

A novel asynchronous-pouring-construction technology for prestressed concrete box girder bridges with corrugated steel webs

open access: yesStructures, 2020
Owing to the superior mechanical performance and material efficiency, the combination of prestressed concrete (PC) slabs and corrugated steel webs (CSW) as PC girder with CSWs (PCGCSW) is extensively applied to railway and highway bridges.
Jun He   +5 more
semanticscholar   +1 more source

Structural Health Monitoring of a Unidirectional Isolation Bridge: Bidirectional Seismic Behavior, Stochastic Model Updating, and Prediction

open access: yesEarthquake Engineering &Structural Dynamics, Volume 55, Issue 3, Page 759-780, March 2026.
ABSTRACT Accurate mechanical characterization of civil engineering structures after construction remains challenging due to the unique complexities of each structure, including geometric configurations, imperfect design modeling assumptions, soil conditions, and pervasive uncertainties in actual operational environments. Leveraging actual measurements,
Xinhao He   +7 more
wiley   +1 more source

Robust Design Optimization for Low-Cost Concrete Box-Girder Bridge

open access: yesMathematics, 2020
The design of a structure is generally carried out according to a deterministic approach. However, all structural problems have associated initial uncertain parameters that can differ from the design value.
V. Penadés-Plà   +2 more
semanticscholar   +1 more source

Stress Corrosion Tests for Prestressing Steels—Part 2: Susceptibility of Quenched and Tempered Wires—Influence of Chromium

open access: yesMaterials and Corrosion, Volume 77, Issue 1, Page 36-45, January 2026.
Cr‐alloyed quenched and tempered prestressing steel wires were found to be as highly susceptible as non‐Cr‐alloyed ones. This finding is in contrast to the known literature. A newly developed and reproducible method for assessing susceptibility to hydrogen‐induced stress corrosion cracking was used.
Lando Seifert   +5 more
wiley   +1 more source

Calculation and Analysis of Reinforced Concrete Continuous Box-Girder Overpass

open access: yes, 2011
Reinforced concrete continuous box-girder overpass is a common structure form, Wangzhuang overpass is example, this paper adopts universal finite element calculation software to carry out finite element simulation analysis for reinforced concrete ...
Dong Yu Ji
core   +1 more source

The Analysis Of Reinforced Concrete Box Girder Viaduct Defects and Their Estimation

open access: yesThe Baltic Journal of Road and Bridge Engineering, 2012
The article describes the main damages of box girder viaducts constructed in Lithuania and discusses the reasons for their occurrence. Several viaducts are examined in more detail with regard to their design data and experimental results. Using finite element software “Midas Civil” the distribution of the main stresses was determined in the box and ...
Augonis, Mindaugas   +3 more
openaire   +3 more sources

Evaluation of Bearing Capacity of Assembled Prestressed Concrete Continuous Box‐Girder Bridges Based on Virtual Loading of Influence Lines

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
In order to accurately identify the influence line from the dynamic response of vehicle‐induced bridges to rapidly evaluate bridge bearing capacity, an influence line identification method based on variational mode decomposition (VMD) and the Tikhonov regularization method is proposed.
Shizhan Xu   +5 more
wiley   +1 more source

Optimization on Closure Scheme of Multi-Span Prestressed Concrete Box-Girder Bridge

open access: yes, 2010
The stress state of finished bridge and service stage is influenced by various closure schemes in cantilever construction of multi-span prestressed concrete box-girder bridge.
Dong Huang Yan, Ming Yuan
core   +1 more source

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