Repository logo
 
Publication

Effective torsional strength of axially restricted RC beams

dc.contributor.authorTaborda, Cátia S. B.
dc.contributor.authorBernardo, Luís
dc.contributor.authorGama, Jorge
dc.date.accessioned2020-02-05T15:46:02Z
dc.date.available2020-02-05T15:46:02Z
dc.date.issued2018-09
dc.description.abstractIn a previous study, design charts where proposed to help the torsional design of axially restricted reinforced concrete (RC) beams with squared cross section. In this article, new design charts are proposed to cover RC beams with rectangular cross section. The influence of the height to width ratio of the cross section on the behavior of RC beams under torsion is firstly shown by using theoretical and experimental results. Next, the effective torsional strength of a reference RC beam is computed for several values and combinations of the study variables, namely: height to width ratio of the cross section, concrete compressive strength, torsional reinforcement ratio and level of the axial restraint. To compute the torsional strength, the modified Variable Angle Truss Model for axially restricted RC beams is used. Then, an extensive parametric analysis based on multivariable and nonlinear correlation analysis is performed to obtain nonlinear regression equations which allow to build the new design charts. These charts allow to correct the torsional strength in order to consider the favourable influence of the compressive axial stress that arises from the axial restraint.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.doi10.12989/sem.2018.67.5.465pt_PT
dc.identifier.issn1598-6217
dc.identifier.urihttp://hdl.handle.net/10400.6/9032
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.publisherStructural Engineering and Mechanicspt_PT
dc.subjectReinforced concretept_PT
dc.subjectBeamspt_PT
dc.subjectTorsionpt_PT
dc.subjectAxial restraintpt_PT
dc.subjectTorsional designpt_PT
dc.subjectChartspt_PT
dc.titleEffective torsional strength of axially restricted RC beamspt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage479pt_PT
oaire.citation.issue5pt_PT
oaire.citation.startPage465pt_PT
oaire.citation.titleStructural Engineering and Mechanicspt_PT
oaire.citation.volume67pt_PT
person.familyNameTaborda
person.familyNameBernardo
person.familyNameReis Gama
person.givenNameCátia
person.givenNameLuís
person.givenNameJorge Manuel
person.identifier305712
person.identifier.ciencia-idB614-5A09-14C4
person.identifier.ciencia-id031F-9022-653B
person.identifier.ciencia-idE81F-1C44-F08D
person.identifier.orcid0000-0001-7131-892X
person.identifier.orcid0000-0003-0484-350X
person.identifier.orcid0000-0003-3926-580X
person.identifier.ridO-3212-2013
person.identifier.scopus-author-id56203855100
person.identifier.scopus-author-id8070435300
rcaap.rightsopenAccesspt_PT
rcaap.typearticlept_PT
relation.isAuthorOfPublication2497e377-2f32-4f57-912a-a8cd35666aba
relation.isAuthorOfPublicationc4e886be-b010-4e16-8bec-de3d9ff793e1
relation.isAuthorOfPublication4b605a0e-d32e-4d60-9e39-0290f57c3ff6
relation.isAuthorOfPublication.latestForDiscovery2497e377-2f32-4f57-912a-a8cd35666aba

Files

Original bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
4. SEM78841C.pdf
Size:
2.35 MB
Format:
Adobe Portable Document Format
License bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.71 KB
Format:
Item-specific license agreed upon to submission
Description: