ArticleMaterials (Basel, Switzerland)2020
Identification of Fracture Mechanic Properties of Concrete and Analysis of Shear Capacity of Reinforced Concrete Beams without Transverse Reinforcement.
Article in Materials (Basel, Switzerland), 2020. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 16 papers.
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16 citing papers in PubMed, 31 citations in OpenAlex.
- Experimental Characterization of Steel and Concrete as Construction Materials: State-of-the-Art Methods and Advances Beyond Standardized Testing.Materials (Basel, Switzerland) · 2026Review
- Numerical Investigation of the Formation of a Failure Cone during the Pullout of an Undercutting Anchor.Materials (Basel, Switzerland) · 2023Article
- Microstructure, Shrinkage, and Mechanical Properties of Concrete with Fibers and Experiments of Reinforced Concrete Beams without Shear Reinforcement.Materials (Basel, Switzerland) · 2022Article
- Determining the Effect of Rock Strength Parameters on the Breakout Area Utilizing the New Design of the Undercut/Breakout Anchor.Materials (Basel, Switzerland) · 2022Article
- A High-Similarity Modeling Method for Low-Porosity Porous Material and Its Application in Bearing Cage Self-Lubrication Simulation.Materials (Basel, Switzerland) · 2021Article
- Prediction Model for Compressive Strength of Porous Concrete with Low-Grade Recycled Aggregate.Materials (Basel, Switzerland) · 2021Article
- A Computational Study of the Shear Behavior of Reinforced Concrete Beams Affected from Alkali-Silica Reactivity Damage.Materials (Basel, Switzerland) · 2021Article
- Shear Capacity and Behaviour of Bending Reinforced Concrete Beams Made of Steel Fibre-Reinforced Waste Sand Concrete.Materials (Basel, Switzerland) · 2021Article
- Principal Component Analysis as a Statistical Tool for Concrete Mix Design.Materials (Basel, Switzerland) · 2021Article
- Mechanical and Fracture Parameters of Ultra-High Performance Fiber Reinforcement Concrete Cured via Steam and Water: Optimization of Binder Content.Materials (Basel, Switzerland) · 2021Article
- Numerical Study of Concrete Dynamic Splitting Based on 3D Realistic Aggregate Mesoscopic Model.Materials (Basel, Switzerland) · 2021Article
- The Influence of the Physical-Mechanical Parameters of Rock on the Extent of the Initial Failure Zone under the Action of an Undercut Anchor.Materials (Basel, Switzerland) · 2021Article
- Analytical Approach and Numerical Simulation of Reinforced Concrete Beams Strengthened with Different FRCM Systems.Materials (Basel, Switzerland) · 2021Article
- Evaluation of Smeared Constitutive Laws for Tensile Concrete to Predict the Cracking of RC Beams under Torsion with Smeared Truss Model.Materials (Basel, Switzerland) · 2021Article
- A Plane Stress Failure Criterion for Inorganically-Bound Core Materials.Materials (Basel, Switzerland) · 2021Article
- Changes in the Fracture Toughness under Mode II Loading of Low Calcium Fly Ash (LCFA) Concrete Depending on Ages.Materials (Basel, Switzerland) · 2020Article
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Authors and funding
1 author at 1 institution in 1 country.
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Abstract
The study of new and innovative quasi-brittle materials offers new possibilities for use in construction, but detailed knowledge of their behavior and mechanical properties is required. The use of new materials in the design solution of a structure is usually associated with numerical methods, which has a number of both advantages and disadvantages. Sophisticated numerical methods, without a sufficiently detailed input knowledge, can provide highly variable results with little informative value. The main goal of this article is to present the procedure for the identification of fracture mechanical parameters for a specific concrete with the use of developed inverse analysis combining multi-criteria decision analysis, stochastic modelling and nonlinear analysis. Subsequently, the identified mechanical parameters of concrete are used for the parametric study of shear resistance of structural beams without shear reinforcement, as an alternative or generalized approach to the study of damage to concrete and concrete structures. This research includes an experimental program using 24 reinforced concrete beams and a detailed determination of basic and specific mechanical properties during laboratory tests. The process of inverse analysis is illustrated in detail for the solved task. The use of nonlinear analysis for detailed failure modelling is based on a 3D computational model and a fracture plastic material model for concrete. Finally, the results of the experimental program and numerical modelling are discussed, leading to a number of conclusions.
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