Finite-element modelling of structural concrete: short-term static and dynamic loading conditions
By: Kotsovos, Michael D.
Publisher: Boca Raton CRC Press 2015Description: xv, 365p.ISBN: 9781138749269.Subject(s): Finite element method | Plastic analysis | Reinforced concrete constructionDDC classification: 624.18341 | K848f Summary: Finite-Element Modelling of Structural Concrete: Short-Term Static and Dynamic Loading Conditions presents a finite-element model of structural concrete under short-term loading, covering the whole range of short-term loading conditions, from static (monotonic and cyclic) to dynamic (seismic and impact) cases. Experimental data on the behavior of concrete at both the material and structural levels reveal the unavoidable development of triaxial stress conditions prior to failure which dictate the collapse and ductility of structural concrete members. Moreover, and in contrast with generally accepted tenets, it can be shown that the post-peak behavior of concrete as a material is realistically described by a complete and immediate loss of load-carrying capacity. Hence rational analysis and design of concrete components in accordance with the currently prevailing limit-state philosophy requires the use of triaxial material data consistent with the notion of a fully brittle material, and this approach is implemented in the book by outlining a finite-element method for the prediction of the strength, deformation, and cracking patterns of arbitrary structural concrete forms.Item type | Current location | Collection | Call number | Status | Date due | Barcode | Item holds |
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Books | PK Kelkar Library, IIT Kanpur | General Stacks | 624.18341 K848f (Browse shelf) | Checked out to Aamna Sarfaraz (S1710326100) | 04/11/2024 | A185005 |
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624.18341 H859u Unified theory of concrete structures | 624.18341 In4r REINFORCED EARTH | 624.18341 Iy9t TORSTEEL DESIGN HANDBOOK FOR REINFORCED CONCRETE MEMBERS WITH LIMIT STATE DESIGN | 624.18341 K848f Finite-element modelling of structural concrete: short-term static and dynamic loading conditions | 624.18341 K897 DESIGN OF REINFORCED CONCRETE STRUCTURES (IS | 624.18341 M115r2 REINFORCED CONCRETE | 624.18341 M119r REINFORCED CONCRETE MECHANICS AND DESIGN |
Finite-Element Modelling of Structural Concrete: Short-Term Static and Dynamic Loading Conditions presents a finite-element model of structural concrete under short-term loading, covering the whole range of short-term loading conditions, from static (monotonic and cyclic) to dynamic (seismic and impact) cases. Experimental data on the behavior of concrete at both the material and structural levels reveal the unavoidable development of triaxial stress conditions prior to failure which dictate the collapse and ductility of structural concrete members. Moreover, and in contrast with generally accepted tenets, it can be shown that the post-peak behavior of concrete as a material is realistically described by a complete and immediate loss of load-carrying capacity. Hence rational analysis and design of concrete components in accordance with the currently prevailing limit-state philosophy requires the use of triaxial material data consistent with the notion of a fully brittle material, and this approach is implemented in the book by outlining a finite-element method for the prediction of the strength, deformation, and cracking patterns of arbitrary structural concrete forms.
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