Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Study of stud shear connectors behaviour in composite beams with profiled steel sheeting
This work presents an FE study concerning the prediction of the shear resistance of headed stud connectors in composite beams with profiled steel sheeting subjected to static load. To confirm the FE simulation for the determination of the shear resistance of stud connectors, many experimental push-out tests whose results are available in the literature were used as a database. The FE simulations took into account the influence of many physical and mechanical parameters that affect the shear resistance of the stud connectors and such parameters are reported in the course of this paper. The prediction of the shear resistance of such studs is also calculated from currently used Standards, such as: AISC-LRFD and Eurocode-4. This research proposes new formulations for the prediction of the shear resistance and the results show that the proposed formulations significantly improve the prediction of the shear resistance of headed stud connectors subjected to static load. ; Postprint (published version)
Study of stud shear connectors behaviour in composite beams with profiled steel sheeting
This work presents an FE study concerning the prediction of the shear resistance of headed stud connectors in composite beams with profiled steel sheeting subjected to static load. To confirm the FE simulation for the determination of the shear resistance of stud connectors, many experimental push-out tests whose results are available in the literature were used as a database. The FE simulations took into account the influence of many physical and mechanical parameters that affect the shear resistance of the stud connectors and such parameters are reported in the course of this paper. The prediction of the shear resistance of such studs is also calculated from currently used Standards, such as: AISC-LRFD and Eurocode-4. This research proposes new formulations for the prediction of the shear resistance and the results show that the proposed formulations significantly improve the prediction of the shear resistance of headed stud connectors subjected to static load. ; Postprint (published version)
Study of stud shear connectors behaviour in composite beams with profiled steel sheeting
Bonilla, Jorge (Autor:in) / Bezerra, Luciano M. (Autor:in) / Larrúa Quevedo, Rafael (Autor:in) / Recarey Morfa, Carlos Alexander (Autor:in) / Mirambell Arrizabalaga, Enrique (Autor:in) / Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental / Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
01.12.2015
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
Resistance of stud shear connectors in composite beams using profiled steel sheeting
| BASE | 2019
Stud Shear Connectors in Composite Beams that Support Slabs with Profiled Steel Sheeting
| British Library Online Contents | 2014