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Articles by Antonio Agüero
Three‐Dimensional Finite Element Formulation for Thin‐Walled Beam Elements with Seven Degrees of Freedom per Node
You are already at the latest version This paper presents the complete theoretical framework for a three-dimensional thin-walled beam finite element with seven degrees of freedom per node: axial displacement u, transverse displacements v and w, torsional rotation θx, bending rotations θy and θz, and warping rotation φ.
Merlo: el paraíso argentino con uno de los mejores climas
La Villa de Merlo se posiciona como uno de los destinos más buscados para escapadas de fin de semana largo por su microclima reconocido a nivel mundial, sus beneficios para la salud y su amplia oferta turística. Ubicada en el noreste de San Luis, combina naturaleza, aire puro y actividades al aire libre, según informó iProfesional. A medida que crece el interés por el turismo de bienestar, la Villa de Merlo gana protagonismo como un destino que ofrece algo más que paisajes.
Numerical Modelling of Steel Frames with Masonry Infilled with and with Rubber Bricks at the Corners (SISBRICK)
Submitted: 12 February 2025 You are already at the latest version The purpose of this article is to use a numerical model to match the experimental results in case of steel frames with infilled masonry with or without rubber bricks at the corners (SISBRICK) under cyclic loading. The analysis are performed with opensees software using for preprocessing and postprocessing matlab.
Numerical Method to Obtain the Resistance of Reinforced Concrete and Composite Steel Concrete Sections Subjected to Axial Forces and Biaxial Bending Based on Simplex (Linear Programming)
Submitted: 12 February 2025 You are already at the latest version Designing reinforced concrete sections of various shapes, including those with variable geometry, holes, and arbitrary distribution of reinforcing steel bars, is a common task in civil engineering involving reinforced concrete structures. This design process requires integrating non-linear stress fields over complex shapes due to the non-linear behavior of concrete in compression.
Two Methods to Compute the Plastic Bimoment of thin Walled Sections
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Plastic Design of Metal Thin-Walled Cross-Sections of Any Shape Under Any Combination of Internal Forces
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New Interaction Formulae for Plastic Resistances of Z-Sections under Combinations of Bending Moments My,Ed, Mz,Ed and Bimoment BEd
1.1. Overview of the Former Investigations In reference [9], a plastic theory describing the ultimate behavior of open section members is developed. The accompanying method of analysis allows for the determination of an ultimate generalized load-interaction diagram. The theories in reference [9] are original in describing for the first time elasto-plastic and plastic variable warping torsion behaviors including bimoment–warping curvature relationships.
Consistency of Imperfections in Steel Eurocodes
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Plastic Design of Metal Thin-Walled Cross-Sections of Any Shape Under Any Combination of Internal Forces
Preprint Article Version 1 This version is not peer-reviewed Version 1 : Received: 5 September 2024 / Approved: 6 September 2024 / Online: 6 September 2024 (09:39:42 CEST) Aguero, A.; Balaz, I.; Hoglund, T.; Kolekova, Y. Plastic Design of Metal Thin-Walled Cross-Sections of Any Shape Under Any Combination of Internal Forces. Preprints 2024, 2024090512. https://doi.org/10.20944/preprints202409.0512.v1 Aguero, A.; Balaz, I.; Hoglund, T.; Kolekova, Y.
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