Nonlinear Creep Behavior and Viscoelastic-Plastic Constitutive Model of Rock-Concrete Composite Mass
The joint force deformation of rock-concrete composite structures is different from that of simple rock specimens or concrete specimens, such as the tunnel surrounding rock-lining concrete, dam foundations, and concrete. In order to study the creep mechanical properties of rock-concrete composite st...
Saved in:
Main Authors: | Yang Liu, Da Huang, Baoyun Zhao, Chen Wang, Duofeng Cen |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/9059682 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Study on Creep Characteristics and Constitutive Relation of Fractured Rock Mass
by: Maotong Li, et al.
Published: (2020-01-01) -
Stress Dependency of Creep Response for Glass/Epoxy Composite at Nonlinear and Linear Viscoelastic Behavior
by: N. Nosrati, et al.
Published: (2022-01-01) -
Nonlinear Constitutive Model of High-Temperature Viscoelastic Deformation of Gussasphalt Concrete
by: Shunxian Zhang, et al.
Published: (2022-01-01) -
Numerical Simulation for Rock Fracture Viscoelastic Creep under Dry Conditions
by: Hao Kang, et al.
Published: (2020-01-01) -
Study on the Creep Constitutive Model of a Sandstone Rock under the Water-Rock Interaction
by: Zuosen Luo, et al.
Published: (2021-01-01)