Prediction of the debonding/ slip load of composite deck slabs using fracture mechanics
The aim of this paper is to develop equations that can be used to predict the load at which debonding or slip occurs in composite deck slabs, failing as a result of shear bond rupture. Debonding is the separation of the bonded steel plate from the concrete. The expressions are based on end-slip of t...
Main Authors: | J Mahachi, M Dundu |
---|---|
Format: | Article |
Language: | English |
Published: |
South African Institution of Civil Engineering
2012-01-01
|
Series: | Journal of the South African Institution of Civil Engineers |
Subjects: | |
Online Access: | http://www.scielo.org.za/scielo.php?script=sci_arttext&pid=S1021-20192012000200013 |
Similar Items
-
Experimental and Finite Element Study of a Novel Two-Way Corrugated Steel Deck System for Composite Slabs
by: Keerthana John, et al.
Published: (2022-09-01) -
Debonding and Fracture Behavior of Concrete Specimens Retrofitted by FRP Composite
by: Hadi Abbaszadeh, et al.
Published: (2018-04-01) -
Effect of Debonding of Rebars on the Seismic Response of Boundary Elements of Lightly Reinforced Shear Walls
by: Afshin Hossein Sharifzadeh, et al.
Published: (2020-11-01) -
Experimental Study on Shear-Peeling Debonding Behavior of BFRP Sheet-to-Steel Interfaces
by: Hanyang Xue, et al.
Published: (2023-05-01) -
Stochastic Propagation of Fatigue Cracks in Welded Joints of Steel Bridge Decks under Simulated Traffic Loading
by: Naiwei Lu, et al.
Published: (2023-05-01)