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J. Vasek, O. Sucharda and J. Kubosek

Department of Structural Mechanics, Faculty of Civil Engineering, VŠB - Technical University of Ostrava, Czech Republic

doi:10.4203/ccp.108.38

J. Vasek, O. Sucharda, J. Kubosek, "The Elastic-Plastic Calculation of Structural Details in Rolled Beams", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 38, 2015. doi:10.4203/ccp.108.38

Keywords: steel beam, plasticity, Ramberg-Osgood function, material models, ANSYS.

Summary

The design and analyses of steel structures often includes investigation into the behaviour of structural details in places with stress concentration or in places where local loads are applied. This paper introduces a calculation method which is well-suited for certain types of structures. The method uses three-dimensional computational models and takes into account the physical non-linearities. The calculation and behaviour of the steel elements are proved by a series of original tests of the beams and their components. Numerical analysis is used to evaluate the possibility of using input material model parameters of steel. The software solutions are supported by other calculations which focus on the steel structures.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 108 PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: J. Kruis, Y. Tsompanakis and B.H.V. Topping Paper 38 The Elastic-Plastic Calculation of Structural Details in Rolled Beams J. Vasek, O. Sucharda and J. Kubosek Department of Structural Mechanics, Faculty of Civil Engineering, VŠB - Technical University of Ostrava, Czech Republic doi:10.4203/ccp.108.38 purchase the full-text of this paper Full Bibliographic Reference for this paper J. Vasek, O. Sucharda, J. Kubosek, "The Elastic-Plastic Calculation of Structural Details in Rolled Beams", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 38, 2015. doi:10.4203/ccp.108.38 Keywords: steel beam, plasticity, Ramberg-Osgood function, material models, ANSYS. Summary The design and analyses of steel structures often includes investigation into the behaviour of structural details in places with stress concentration or in places where local loads are applied. This paper introduces a calculation method which is well-suited for certain types of structures. The method uses three-dimensional computational models and takes into account the physical non-linearities. The calculation and behaviour of the steel elements are proved by a series of original tests of the beams and their components. Numerical analysis is used to evaluate the possibility of using input material model parameters of steel. The software solutions are supported by other calculations which focus on the steel structures. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £75 +P&P)
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