The solution of the problem by computer program coded in FORTRAN is explained and numerical example is given.
📌 3 Key Takeaways
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Objective & Hypothesis:In this investigation an approach buckling analysis for simply supported rectangular reinforced concrete plates under uniaxial compression are developedThe objective of this investigation is to compare buckling load of the reinforced plate with circular hole and without hole.
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Key Findings & Data:A laminated composite plate is considered.
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Conclusion & Impact:The solution of the problem by computer program coded in FORTRAN is explained and numerical example is given.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters
Abstract
In this investigation an approach buckling analysis for simply supported rectangular reinforced concrete plates under uniaxial compression are developedThe objective of this investigation is to compare buckling load of the reinforced plate with circular hole and without hole. A laminated composite plate is considered. The finite element models for with central circular hole and without hole are designed. The composite materials and composite laminates materials approach are discussed. The solution of the problem by computer program coded in FORTRAN is explained and numerical example is given.
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Cite This Article
TEKİN, M. D., ALTAN, M. F. (1996). The finite element analysis of buckling of laminated rectangular reinforced concrete plates with circular hole. Mathematical and Computational Applications, Cilt: 1 - Sayı: 2, 164–168. https://ajindex.com/articles/280265