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| Author | : Amir S. Ayoub |
| Publisher | : |
| Total Pages | : 492 |
| Release | : 1995 |
| Genre | : |
| ISBN | : |
| Author | : Xiaoshan Lin |
| Publisher | : Woodhead Publishing |
| Total Pages | : 256 |
| Release | : 2019-10-18 |
| Genre | : Architecture |
| ISBN | : 0128169001 |
Nonlinear Finite Element Analysis of Composite and Reinforced Concrete Beams presents advanced methods and techniques for the analysis of composite and FRP reinforced concrete beams. The title introduces detailed numerical modeling methods and the modeling of the structural behavior of composite beams, including critical interfacial bond-slip behavior. It covers a new family of composite beam elements developed by the authors. Other sections cover nonlinear finite element analysis procedures and the numerical modeling techniques used in commercial finite element software that will be of particular interest to engineers and researchers executing numerical simulations. Gives advanced methods and techniques for the analysis of composite and fiber Reinforced Plastic (FRP) and reinforced concrete beams Presents new composite beam elements developed by the authors Introduces numerical techniques for the development of effective finite element models using commercial software Discusses the critical issues encountered in structural analysis Maintains a clear focus on advanced numerical modeling
| Author | : Riadh Saleh Hassan Al-Mahaidi |
| Publisher | : |
| Total Pages | : 806 |
| Release | : 1978 |
| Genre | : Finite element method |
| ISBN | : |
| Author | : Ermakova A.V. |
| Publisher | : Издательство АСВ |
| Total Pages | : 114 |
| Release | : 2012 |
| Genre | : Technology & Engineering |
| ISBN | : 5930938792 |
The work presents the theoretical basis of Additional Finite Element Method (AFEM), which is a variant of the Finite Element Method (FEM) for analysis of reinforced concrete structures at limit state. AFEM adds to the traditional sequence of problem by FEM the units of the two well-known methods of the structural design: method of additional loads and limit state method. The problem is solved by introduction of ideal failure models and additional design diagrams formed from additional finite elements, where each AFE describes the limit state reached by the main element. The main relations defining the properties of AFEs as well as the examples of the use of Additional Finite Element Method for analysis of reinforced concrete structures at limit state are given in the work too.
| Author | : |
| Publisher | : |
| Total Pages | : 219 |
| Release | : 2021 |
| Genre | : |
| ISBN | : |
| Author | : American Society of Mechanical Engineers. Winter Annual Meeting |
| Publisher | : |
| Total Pages | : 142 |
| Release | : 1982 |
| Genre | : Technology & Engineering |
| ISBN | : |
| Author | : Quazi Anwar Hossain |
| Publisher | : |
| Total Pages | : 474 |
| Release | : 1974 |
| Genre | : |
| ISBN | : |
| Author | : Xiaogang He |
| Publisher | : Open Dissertation Press |
| Total Pages | : |
| Release | : 2017-01-27 |
| Genre | : |
| ISBN | : 9781374785717 |
This dissertation, "Constitutive Modeling of Reinforced Concrete for Nonlinear Finite Element Analysis" by 賀小崗, Xiaogang, He, was obtained from The University of Hong Kong (Pokfulam, Hong Kong) and is being sold pursuant to Creative Commons: Attribution 3.0 Hong Kong License. The content of this dissertation has not been altered in any way. We have altered the formatting in order to facilitate the ease of printing and reading of the dissertation. All rights not granted by the above license are retained by the author. DOI: 10.5353/th_b3124026 Subjects: Reinforced concrete - Cracking Finite element method
| Author | : Guenter Axel Rombach |
| Publisher | : Thomas Telford |
| Total Pages | : 302 |
| Release | : 2004 |
| Genre | : Architecture |
| ISBN | : 9780727732743 |
In Finite Element Design of Concrete Structures: practical problems and their solutions the author addresses this blind belief in computer results by offering a useful critique that important details are overlooked due to the flood of information from the output of computer calculations. Indeed, errors in the numerical model may lead in extreme cases to structural failures as the collapse of the so-called Sleipner platform has demonstrated.
| Author | : M. D. Kotsovos |
| Publisher | : Thomas Telford |
| Total Pages | : 568 |
| Release | : 1995 |
| Genre | : Mathematics |
| ISBN | : 9780727720276 |
Shows the unifying generality of the proposed approach and the reliability of the ensuing computer package, for which the sole input is the specified cylinder strength of concrete and the yield is the stress of steel. This book offers an understanding of structural concrete behaviour, and illustrates the revision required for improving methods.
