ArticleMaterials (Basel, Switzerland)2022
Numerical Investigations of Perforated CFRP Z-Cross-Section Profiles, under Axial Compression.
Article in Materials (Basel, Switzerland), 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 7 papers.
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The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.
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Who cites it
7 citing papers in PubMed, 16 citations in OpenAlex.
- Parametric Study of the Effect of Anchor Drive Bolt Geometry on Stress Distribution and Direction of Crack Formation in the Rock Medium.Materials (Basel, Switzerland) · 2025Article
- Article
- Numerical Investigation of the Formation of a Failure Cone during the Pullout of an Undercutting Anchor.Materials (Basel, Switzerland) · 2023Article
- Investigation of Carbon Fibres Reclamation by Pyrolysis Process for Their Reuse Potential.Polymers · 2023Article
- Stability Analysis of Thin-Walled Perforated Composite Columns Using Finite Element Method.Materials (Basel, Switzerland) · 2022Article
- Adhesive Joint Degradation Due to Hardener-to-Epoxy Ratio Inaccuracy under Varying Curing and Thermal Operating Conditions.Materials (Basel, Switzerland) · 2022Article
- Load Eccentricity of Compressed Composite Z-Columns in Non-Linear State.Materials (Basel, Switzerland) · 2022Article
Corrections and comments
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Authors and funding
1 author at 1 institution in 1 country.
Funding
Abstract
Thin-walled elements, thanks to their good properties, are increasingly used in structural applications, especially in the aircraft and building industries. These kinds of structures are often perforated for reducing weight and to ease servicing and maintenance operations, e.g., in aircraft wing ribs. These perforations cause a redistribution of stresses in the element which may change the ultimate strength of the structure and their elastic stiffness. The buckling behaviour of structural members with perforations is significantly influenced by the size, location, shape and number of perforations. Therefore, it is necessary to investigate the influence of these kinds of cut-out parameters on thin-walled structure buckling and postbuckling behaviour. This study investigated numerically the buckling and postbuckling behaviour of thin-walled perforated composite profiles with a Z-cross-section subjected to compression load. Numerical calculations were performed using the finite element method in the ABAQUS
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Registered trials
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