Cyclic Load Responses of GFRP-Strengthened Hollow Rectangular Bridge Piers
This study investigated the seismic behavior of glass fiber reinforced polymer (GFRP) strengthened hollow rectangular bridge piers. Cyclic testing of reinforced concrete (RC) piers retrofitted with GFRP was carried out under constant axial loading and lateral bending. The failure characteristics, fl...
Main Authors: | Junfeng Jia, Qiang Han, Zigang Xu, Dongjie Zhang |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2014-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2014/246462 |
Similar Items
-
Behavior of hollow, rectangular concrete piers subjected to biaxial bending
by: Santa Maria, Raul Hernan
Published: (2008) -
Strengthening of timber bridge stringers using GFRP
by: Eden, Ruth J.
Published: (2013) -
Strengthening of timber bridge stringers using GFRP
by: Eden, Ruth J.
Published: (2013) -
Structural Behavior of Rectangular Composite Bridge Piers
by: Chih-De Wang, et al.
Published: (2006) -
Strengthening rectangular beams with NSM steel bars and externally bonded GFRP
by: Wuertz, Augustine F.
Published: (2013)