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

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

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.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

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.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Shear behavior of horizontal joints between precast panels

Contributors:

Pramodh, R. (author) / Shripriyadharshini, V. (author) / Vidjeapriya, R. (author)

Published in:

Asian Journal of Civil Engineering ; 19 ; 651-662

Publication date:

2018-06-01

Size:

12 pages

ISSN:

2522-011X , 1563-0854

DOI:

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

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

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

Similar titles

Shear behavior of horizontal joints between precast panels

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

Construction-friendly ductile shear joints for precast concrete panels

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

Free access

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

Flexural Behavior of Precast Joints with Horizontal Loop Connections

Ong, K.C.G. | Online Contents | 2006

SHEAR BEHAVIOR OF JOINTS IN PRECAST UHPC SEGMENTS BRIDGES

Xuan, Shuaifei / Zheng, Hui / Liang, Xuejiao | TIBKAT | 2021