Use of UHPFRC overlay to reduce stresses in orthotropic steel decks-Reference-Cited by-同舟云学术

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Use of UHPFRC overlay to reduce stresses in orthotropic steel decks

Published:2013-10 Issue: Volume:89 Page:30-41
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Dieng Lamine,Marchand Pierre,Gomes Fernanda,Tessier Christian,Toutlemonde François

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference18 articles.

1. Renovation techniques for fatigue cracked orthotropic steel bridge decks;De-Jong,2006

2. Case study of fatigue damage in orthotropic steel bridge deck;Miki;J Struct Mech Earthq Eng,2005

3. Fatigue evaluation of rib-to-deck welded joints of orthotropic steel bridge deck;Ya;J Bridg Eng,2011

4. Comportement à la fatigue en flexion sous moment négatif;Hameau;Bull Liaison Lab Ponts Chaussees,1981

5. Platelage métalliques et revêtements de chaussées;Méhue;Bull Liaison Lab Ponts Chaussees,1981

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1. The fatigue behavior of ortho-composite-slabs with dowel strips for road bridges under transverse loads;Journal of Constructional Steel Research;2024-12

2. Macro-micro investigation on the coefficient of friction on the interface between steel and cast-in-place UHPC;Engineering Structures;2024-11

3. Experimental and numerical investigation on flexural behavior of steel-UHPC composite slabs with PBL shear connectors;Journal of Building Engineering;2024-10

4. Cracking behavior of CA-UHPC overlay in steel-CA-UHPC composite bridge deck: Flexural tension test and restrained shrinkage effect;Cement and Concrete Composites;2024-09

5. Cracking behavior of segmented-casting joint in steel-UHPC composite bridge deck system: Experiment and numerical simulation;Engineering Structures;2024-09

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