Erratum

Abstract

Structural ConcreteVolume 19, Issue 1 p. 325-325 ERRATUMFree Access Erratum This article corrects the following: Levels of approximation for the shear assessment of reinforced concrete slab bridges Eva Lantsoght, Ane Boer, Cor Veen, Volume 18Issue 1Structural Concrete pages: 143-152 First Published online: March 22, 2017 First published: 06 September 2017 https://doi.org/10.1002/suco.201770051AboutSectionsPDF ToolsRequest permissionExport citationAdd to favoritesTrack citation ShareShare Give accessShare full text accessShare full-text accessPlease review our Terms and Conditions of Use and check box below to share full-text version of article.I have read and accept the Wiley Online Library Terms and Conditions of UseShareable LinkUse the link below to share a full-text version of this article with your friends and colleagues. Learn more.Copy URL Share a linkShare onFacebookTwitterLinkedInRedditWechat This paper1 was originally published with an incorrect caption for Figure 5. The caption should read as follows: FIGURE 5. Determination of distribution width for the peak of the shear stress in linear finite element models: (a) distribution of the forces measured in the experiment, showing the central load cell and load cells within 4d from center of the load for the ULS load level (1,314 kN); (b) shear stress distribution in linear finite element model, showing distance 4d from the center of the load, for the SLS load level (585 kN). REFERENCE 1Lantsoght E, de Boer A, van der Veen C. Levels of approximation for the shear assessment of reinforced concrete slab bridges. Struct Concr. 2017; 18: 143- 152. https://doi.org/10.1002/suco.201600012. Volume19, Issue1Special Issue: Special Issue on ShearFebruary 2018Pages 325-325 ReferencesRelatedInformation