Analytical Model with Independent Control of Load–Displacement Curve Branches for Brittle Material Strength Prediction Using Pre-Peak Test Loads
The relevance of problems related to the fracturing of engineering materials and structures will not decrease over time. Fracture mechanics methods continue to be developed, which, combined with numerical methods of computer modeling, are implemented in software packages. However, this is only one f...
Main Authors: | Gennady Kolesnikov, Maria Zaitseva, Aleksey Petrov |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-10-01
|
Series: | Symmetry |
Subjects: | |
Online Access: | https://www.mdpi.com/2073-8994/14/10/2089 |
Similar Items
-
Energy Criterion for Fracture of Rocks and Rock-like Materials on the Descending Branch of the Load–Displacement Curve
by: Gennady Kolesnikov, et al.
Published: (2022-11-01) -
Differential Energy Criterion of Brittle Fracture as a Criterion for Wood’s Transition to the Plastic Deformation Stage
by: Gennady Kolesnikov, et al.
Published: (2023-01-01) -
Evaluation of Rock Brittleness Index under Dynamic Load
by: Diyuan Li, et al.
Published: (2023-04-01) -
Evaluation of Rock Brittleness Based on Complete Stress–Strain Curve
by: Liqi Xu, et al.
Published: (2022-11-01) -
Analysis of Concrete Failure on the Descending Branch of the Load-Displacement Curve
by: Gennadiy Kolesnikov
Published: (2020-10-01)