Approximate Relationship for the Bond-Slip Using a Concrete Damage-Plastic Model
This paper presents an approximate multicontact model to study dynamic bond stress-slip based on the concrete damage-plastic model. To establish the bond stress-slip between rebar and concrete, an elastic-plastic steel cylinder contact element was used as the tube (ring contact element), and then, b...
Main Authors: | Ramin Tabatabaei Mirhosseini, Ehsan Araghizadeh, Soroush Rashidi |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2023-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2023/1320192 |
Similar Items
-
Simplified damage plasticity model for concrete
by: Hafezolghorani, Milad, et al.
Published: (2017) -
Bond stress-slip relationship of oil palm shell lightweight concrete
by: Mo, Kim Hung, et al.
Published: (2016) -
Modeling Local Bond Stress–Slip Relationships of Reinforcing Bars Embedded in Concrete with Different Strengths
by: Chao-Wei Tang, et al.
Published: (2020-08-01) -
The bond stress x slipping relationship
by: M. T. G. BARBOSA, et al. -
Bond slip behaviour of bamboo strip as reinforcement in concrete /
by: Balqis Yuhanis Yusoff, 1995-, author, et al.
Published: (2018)