Shear behavior of horizontal joints between precast panels: Fid-Bau Portal

Fachinformationsdienst BAUdigital

Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik

Shear behavior of horizontal joints between precast panels

Pramodh, R. / Shripriyadharshini, V. / Vidjeapriya, R.

Abstract The objective of this study is to investigate the shear resisting capacity of precast wall-to-wall horizontal connection system by dowel action and shear friction. Three types of connection systems, which have varying embedment length in the upper wall panels, were investigated. The specimens were subjected to displacement-controlled lateral loading. The parameters investigated were the load–deformation relationship, ultimate load carrying capacity, ductility and energy dissipation. The experimental values were compared with the theoretical values of ultimate shear resisting capacity calculated from the Von Mises yield criteria, ductile bending failure due to the formation of plastic hinges and the shear friction hypothesis.

Zugriff

Zugriff prüfen

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Shear behavior of horizontal joints between precast panels

Pramodh, R. / Shripriyadharshini, V. / Vidjeapriya, R.

Abstract The objective of this study is to investigate the shear resisting capacity of precast wall-to-wall horizontal connection system by dowel action and shear friction. Three types of connection systems, which have varying embedment length in the upper wall panels, were investigated. The specimens were subjected to displacement-controlled lateral loading. The parameters investigated were the load–deformation relationship, ultimate load carrying capacity, ductility and energy dissipation. The experimental values were compared with the theoretical values of ultimate shear resisting capacity calculated from the Von Mises yield criteria, ductile bending failure due to the formation of plastic hinges and the shear friction hypothesis.

Shear behavior of horizontal joints between precast panels

Pramodh, R. / Shripriyadharshini, V. / Vidjeapriya, R.

Abstract The objective of this study is to investigate the shear resisting capacity of precast wall-to-wall horizontal connection system by dowel action and shear friction. Three types of connection systems, which have varying embedment length in the upper wall panels, were investigated. The specimens were subjected to displacement-controlled lateral loading. The parameters investigated were the load–deformation relationship, ultimate load carrying capacity, ductility and energy dissipation. The experimental values were compared with the theoretical values of ultimate shear resisting capacity calculated from the Von Mises yield criteria, ductile bending failure due to the formation of plastic hinges and the shear friction hypothesis.

Zugriff

Zugriff prüfen

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Shear behavior of horizontal joints between precast panels

Beteiligte:

Pramodh, R. (Autor:in) / Shripriyadharshini, V. (Autor:in) / Vidjeapriya, R. (Autor:in)

Erschienen in:

Asian Journal of Civil Engineering ; 19 ; 651-662

Erscheinungsdatum:

01.06.2018

Format / Umfang:

12 pages

ISSN:

2522-011X , 1563-0854

DOI:

https://doi.org/10.1007/s42107-018-0053-0

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Precast , Wall-to-wall connection , Horizontal connection , Shear behavior Engineering , Civil Engineering , Building Materials , Sustainable Architecture/Green Buildings

Ähnliche Titel

Shear behavior of horizontal joints between precast panels

Pramodh, R. / Shripriyadharshini, V. / Vidjeapriya, R. | Online Contents | 2018

Shear behavior of precast bridge deck panels with UHPC wet joints

Ren, Zhangdi / Jia, Junfeng / Li, Jian et al. | Elsevier | 2024

Shear behavior of innovative high performance joints for precast concrete deck panels

Hu, Menghan / Jia, Zhenlei / Han, Qiang et al. | Elsevier | 2022

Construction-friendly ductile shear joints for precast concrete panels

Sørensen, Jesper Harrild / Hoang, Linh Cao / Fischer, Gregor et al. | BASE | 2015

Freier Zugriff

Study of shear behavior of grouted vertical joints between precast concrete wall panels under direct shear loading

Biswal, Aparup / Prasad, Anumolu Meher / Sengupta, Amlan Kumar | Wiley | 2019