Elastoplastic Modelling of an In Situ Concrete Spalling Experiment Using the Ottosen Failure Criterion
An in situ concrete spalling experiment will be carried out in the ONKALO rock characterization facility. The purpose is to establish the failure strength of a thin concrete liner on prestressed rock surface, when the stress states in both rock and concrete are increased by heating. A cylindrical ho...
Saved in:
Main Authors: | Lauri Kalle Tapio Uotinen, Topias Kalle Aleksi Siren |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2017-01-01
|
Series: | Journal of Engineering |
Online Access: | http://dx.doi.org/10.1155/2017/4723017 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Elastoplastic Analysis of Circular Tunnel Based on Drucker–Prager Criterion
by: Xiongfei Yang, et al.
Published: (2018-01-01) -
Elastoplastic Analysis for Circular Tunnel Based on Modified Lade Criterion considering Strain Softening and Dilatancy
by: Yansheng Deng, et al.
Published: (2021-01-01) -
Study on the Failure Characteristics of Coal Wall Spalling in Thick Coal Seam with Gangue
by: Guosheng Li, et al.
Published: (2020-01-01) -
Elastoplastic modeling of fatigue cracks
by: K. A. Vansovich, et al.
Published: (2024-02-01) -
Experimental Investigation of Unloading-Induced Red Sandstone Failure: Insight into Spalling Mechanism and Strength-Weakening Effect
by: Yong Luo, et al.
Published: (2020-01-01)