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C-Shaped Angle Shear Connectors in High Strength Concrete: Behavior of Shear Connectors in Composite Beam - Couverture souple

Shariati, Mahdi; Ramli Sulong, Nor Hafizah; Suhatril, Meldi

 
9783659239601: C-Shaped Angle Shear Connectors in High Strength Concrete: Behavior of Shear Connectors in Composite Beam
Couverture souple
ISBN 10 : 3659239607 ISBN 13 : 9783659239601
Editeur : LAP LAMBERT Academic Publishing, 2014

Synopsis

Shear connectors between concrete slabs and steel beams in composite constructions play an important role in the seismic response of a structure. Headed stud and Perfobond shear connectors are the most common types of shear connectors while the application of C-shaped shear connectors was increasing over the last decade. Since there are some limitations in the use of headed studs and Perfobond connectors, the use of C-shaped shear connectors is recommended. In this book, the behavior of C-shaped angle shear connectors embedded in high strength concrete are presented. The connectors were tested under monotonic and low cyclic fatigue loading. Investigations were conducted in order to consider several parameters affecting the performance of the angle shear connectors such as the connectors’ geometric properties and different concrete strength. The results of experimental push-out tests were used to verify the parametric investigations. Based on the results, angle shear connectors showed good behavior in terms of shear capacity but not in ductility as the main criterion for the behavior of shear connectors. The details of angle shear connector behavior have been discussed in details.

Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.

Présentation de l'éditeur

Shear connectors between concrete slabs and steel beams in composite constructions play an important role in the seismic response of a structure. Headed stud and Perfobond shear connectors are the most common types of shear connectors while the application of C-shaped shear connectors was increasing over the last decade. Since there are some limitations in the use of headed studs and Perfobond connectors, the use of C-shaped shear connectors is recommended. In this book, the behavior of C-shaped angle shear connectors embedded in high strength concrete are presented. The connectors were tested under monotonic and low cyclic fatigue loading. Investigations were conducted in order to consider several parameters affecting the performance of the angle shear connectors such as the connectors’ geometric properties and different concrete strength. The results of experimental push-out tests were used to verify the parametric investigations. Based on the results, angle shear connectors showed good behavior in terms of shear capacity but not in ductility as the main criterion for the behavior of shear connectors. The details of angle shear connector behavior have been discussed in details.

Biographie de l'auteur

He was born in Baft, Iran in 1983. He earned his bachelor’s degree in civil engineering in IAU of Tehran, Iran in 2006 and his master degree in construction engineering in 2008 from the University Putra Malaysia. He continued his education at the University of Malaya, Malaysia and earned his Ph.D. in structural engineering and materials in 2013.

Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.

Éditeur
LAP LAMBERT Academic Publishing
Date d'édition
2014
Langue
anglais
ISBN 10 
3659239607
ISBN 13 
9783659239601
Reliure
Broché
Nombre de pages
116
Coordonnées du fabricant
non disponible
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