Log in to save to my catalogue

Width and Edge Beam Effects on the Ultimate Behaviour of RC Bridge Overhangs

Width and Edge Beam Effects on the Ultimate Behaviour of RC Bridge Overhangs

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_712a3f77e11d4ddfbccba4f799e516d8

Width and Edge Beam Effects on the Ultimate Behaviour of RC Bridge Overhangs

About this item

Full title

Width and Edge Beam Effects on the Ultimate Behaviour of RC Bridge Overhangs

Publisher

Stockholm: De Gruyter Poland

Journal title

Nordic concrete research, 2019-12, Vol.61 (2), p.131-152

Language

English

Formats

Publication information

Publisher

Stockholm: De Gruyter Poland

More information

Scope and Contents

Contents

The bearing capacity of RC overhangs under concentrated loads can be dependent on the width of the slab. The goal of this paper is to investigate the effect of different widths using tests from the literature and non-linear FE-simulations as a reference. Shear force redistributions along the loading process and the shear concrete capacity are analy...

Alternative Titles

Full title

Width and Edge Beam Effects on the Ultimate Behaviour of RC Bridge Overhangs

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_712a3f77e11d4ddfbccba4f799e516d8

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_712a3f77e11d4ddfbccba4f799e516d8

Other Identifiers

ISSN

2545-2819,0800-6377

E-ISSN

2545-2819

DOI

10.2478/ncr-2019-0015

How to access this item