Verification of numerical creep and shrinkage models in an arch bridge analysis-Reference-Cited by-同舟云学术

Verification of numerical creep and shrinkage models in an arch bridge analysis

Published:2019-07-16 Issue:6 Volume:20 Page:2030-2041
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Kolínský Vojtěch¹^ORCID,Vítek Jan L.²

Affiliation:

1. Faculty of Civil Engineering Czech Technical University in Prague and Finley Engineering Group, Prague Czech Republic

2. Faculty of Civil Engineering Czech Technical University in Prague and Metrostav a.s. Prague Czech Republic

Funder

Grantová Agentura České Republiky

Technologická Agentura České Republiky

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201800203

Reference15 articles.

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2. DischingerF.Untersuchungen über die knicksicherheit die elastische verformung und das kriechen des betons bei bogenbrücken Der Bauingenieur 33‐36 39/40 (in German);1937.

3. Rilem draft recommendation: TC‐242‐MDC multi‐decade creep and shrinkage of concrete: Material model and structural analysis*: Model B4 for creep, drying shrinkage and autogenous shrinkage of normal and high‐strength concretes with multi‐decade applicability;RILEM Technical Committee TC‐242‐MDC (Zdeněk P. Bažant, c);Mater Struct,2015

4. Pervasiveness of excessive segmental bridge deflections: Wake‐up call for creep;Bažant ZP;ACI Struct J,2011

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