Numerical Modeling of Hole Under Opposite Biaxial Loadings

[1] Zeng XT, Lu AZ. (2019). Stress solution for an infinite elastic plate containing two arbitrarily shaped holes. AIAA Journal. 57(4), 1691-1701. Doi :10.2514/1.J057578.10.2514/1.J057578Search in Google Scholar

[2] Mallikarjun B, Dinesh P & Parashivamurthy K I. (2012). Finite element analysis of elastic stresses around holes in plate subjected to uniform tensile loading. Bonfring International Journal of Industrial Engineering and Management Science. 2(4), 136-142. Doi: 10.1.1.404.1756.10.9756/BIJIEMS.1824Search in Google Scholar

[3] Mekalke G C, Kavade M V& Deshpande S S. (2012). Analysis of a plate with a circular hole by FEM. Journal of Mechanical and Civil Engineering, 25-30.Search in Google Scholar

[4] Sadd M H. (2009). Elasticity: theory, applications, and numerics. Academic Press.Search in Google Scholar

[5] Itasca F LAC. (2007). FLAC-Fast Lagrangian Analysis of Continua. Version. 7.0.Search in Google Scholar

[6] Jaeger JC, Cook NGW & Zimmerman RW. (2007). Fundamentals of Rock Mechanics. Blackwell Publishing.Search in Google Scholar

[7] Timošenko SP & Goodier JN. (1951). Theory of elasticity. McGraw-Hill.Search in Google Scholar

[8] Wilson T L & Leviathan SS. (1930). Damage, Repairs and Strength Analysis, presented at a meeting of the American Society of Naval Architects and Marine Engineers. November.Search in Google Scholar

[9] Mestat P. (1997). Maillages d’éléments finis pour les ouvrages de géotechnique. Conseils et recommandations. Bulletin-Laboratoires des Ponts et Chaussées, 39-64.Search in Google Scholar

[10] Bouali M F, Hamaidia A & Kouaoucha H. (2014). Numerical Modelling of Cylindrical Hole Under Equal Biaxial and Uniaxial Tension Loadings at the Infinity. International Review on Modeling and Simulations. 7(5), 893-899. Doi: 10.15866/iremos.v7i5.3487.10.15866/iremos.v7i5.3487Search in Google Scholar

• Seismic Response of Concrete Gravity Dams Considering Hydrodynamic Effects
• Experimental Research on the Thermal Instability of Fiber Polypropylene Concrete at 250 °C
• SSP-JCE Volume 17
• Coconut Oil as Bio-based PCM: Characteristics and Compatibility with Plastics
• On the Practical Use of Advanced Constitutive Laws in Finite Element Underground Structures Analysis
• Effectiveness Assessment of Superplasticizer Admixtures: Case of Self-compacting Concrete Reinforced with Fine Mineral Fillers
• Assessment of Water Loss in the Water Distribution Network of Bendjerrah Using a Combination Approach of Fixed Area Variable Area Discharge, Minimum Night Flow, and Epanet Calibrator
• Physical-mechanical Evaluation of Polyethylene Terephthalate Fiber Dune Sand Mortar Exposed to Elevated Temperature
• Experimental Measurements of Drag and Lift Coefficient on Building with an Elliptical Cross-section
• Mechanical Properties of Self-compacting Concrete Containing Fine Aggregates from Cement Kiln Dust and Hardened Cement Waste
• Overheating in the Attic Space Classroom in Summer
• Thermal Study of Traditional Gypsum Plaster Brick Prototypes: The Case of Ouargla
• Prediction of Deflection Behavior of NSM Strengthened Reinforced Concrete Beam Using Fuzzy Logic
• Optimization of the Combined Effect of Lime and Ground Granulated Blast-furnace Slag on Clayey Soil
• Identification of Soil Mechanical Parameters by Inverse Analysis Using Stochastic Methods
• Assessing Photopic and Melanopic Daylighting Performance of Special Glazing System: A Full-scale Experiments
• Deformation Properties of Stone Columns Back-calculated from Static Load Tests
• Durability of Different UHPFRCs, Made from Pozzolan as a Substitute for Portland Cement and Immersed in Two Aggressive Environments of Hydrochloric and Sulfuric Acids
• Theoretical Analysis on Reinforced Concrete Bridge from Non-linear Temperature Effect
• Explicit Modeling of the Cyclic Behavior under a Large Number of Cycles: Application to the Case of Sand