Next Article in Journal
Ecofriendly PEF- and PBF-Based Blends with Epoxidized Natural Rubber: Unraveling the Structure–Property Relationship
Next Article in Special Issue
An Experimental Investigation of Twelve Concrete Beams Post-Tensioned with Unbonded Tendons Under Center-Point and Third-Point Loading
Previous Article in Journal
Composite Materials with Epoxy Resin Matrix and Natural Material Reinforcement—Pine Chips and Basalt Particles—Abrasive Properties Determination
Previous Article in Special Issue
Numerical Investigation of Buckling Behavior of MWCNT-Reinforced Composite Plates
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Modelling Structural Material Damage Using the Cohesive Zone Approach Under Operational Conditions

Institute of Mathematics and Descriptive Geometry, Faculty of Civil Engineering, Brno University of Technology, 613 00 Brno, Czech Republic
*
Author to whom correspondence should be addressed.
Materials 2025, 18(17), 4039; https://doi.org/10.3390/ma18174039
Submission received: 31 July 2025 / Revised: 21 August 2025 / Accepted: 25 August 2025 / Published: 28 August 2025
(This article belongs to the Special Issue Mechanical Behavior of Advanced Composite Materials and Structures)

Abstract

This article is devoted to the prediction of the service life of selected structural materials under simulated operating conditions. Special attention is paid to the so-called representative volume element, which characterizes the damage behaviour, since it includes a critical number of microdefects. The overall damage prediction is based on the energy approach, and the development of damage comes from the traction separation laws; the shape of the damage varies for different materials. The calculations were performed using the extended finite element method (XFEM), where several minor modifications were made. This method has been successfully used in many areas of engineering sciences for research, simulation, and prediction of the behaviour of structures. XFEM reformulates the continuous boundary and initial value problems into similar variational forms instead of using the classical forms of differential equations. The simulation of fracture and damage phenomena is presented for two different materials: austenitic steel with a pronounced grain structure under creep (viscous) loading conditions and cement pasta reinforced with metal fibres under conditions of predominantly static loading.
Keywords: structural materials; cohesive zone approach; extended finite element method structural materials; cohesive zone approach; extended finite element method

Share and Cite

MDPI and ACS Style

Kozák, V.; Vala, J.; Derevianko, A. Modelling Structural Material Damage Using the Cohesive Zone Approach Under Operational Conditions. Materials 2025, 18, 4039. https://doi.org/10.3390/ma18174039

AMA Style

Kozák V, Vala J, Derevianko A. Modelling Structural Material Damage Using the Cohesive Zone Approach Under Operational Conditions. Materials. 2025; 18(17):4039. https://doi.org/10.3390/ma18174039

Chicago/Turabian Style

Kozák, Vladislav, Jiří Vala, and Anna Derevianko. 2025. "Modelling Structural Material Damage Using the Cohesive Zone Approach Under Operational Conditions" Materials 18, no. 17: 4039. https://doi.org/10.3390/ma18174039

APA Style

Kozák, V., Vala, J., & Derevianko, A. (2025). Modelling Structural Material Damage Using the Cohesive Zone Approach Under Operational Conditions. Materials, 18(17), 4039. https://doi.org/10.3390/ma18174039

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop