Finite-Element Modelling of Structural Concrete Short-Term Static and Dynamic Loading Conditions
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 imp...
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| Format: | Book |
| Language: | English |
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Boca Raton
CRC Press
2015
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| Subjects: | |
| Online Access: | Click Here to View Status and Holdings. |
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| LEADER | 00000cam#a2200000#i#4501 | ||
|---|---|---|---|
| 001 | wils-559793 | ||
| 005 | 2018120151554 | ||
| 008 | 220302t20152015FLU ag# ##001 |#eng#D | ||
| 020 | # | # | |a 9781498712309 |q hardback |
| 020 | # | # | |a 1498712304 |q hardback |
| 040 | # | # | |a DLC |b eng |c DLC |d UiTM |e rda |
| 041 | 0 | # | |a eng |
| 090 | 0 | 0 | |a TA683.2 |b .K635 2015 |
| 100 | 1 | # | |a Kotsovos, Michael D. |e author |
| 245 | 1 | 0 | |a Finite-Element Modelling of Structural Concrete |b Short-Term Static and Dynamic Loading Conditions |c Michael D. Kotsovos |
| 264 | # | 1 | |a Boca Raton |b CRC Press |c 2015 |
| 264 | # | 4 | |c ©2015 |
| 300 | # | # | |a xv, 365 pages |b illustrations |c 26 cm |
| 336 | # | # | |a text |2 rdacontent |
| 337 | # | # | |a unmediated |2 rdamedia |
| 338 | # | # | |a volume |2 rdacarrier |
| 504 | # | # | |a Includes bibliographical references and index |
| 520 | # | # | |a 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. |
| 650 | # | 0 | |a Reinforced concrete construction |
| 650 | # | 0 | |a Finite element method |
| 856 | 4 | 0 | |z Click Here to View Status and Holdings. |u https://opac.uitm.edu.my/opac/detailsPage/detailsHome.jsp?tid=559793 |
Structural concrete Finite-element analysis for limit-state design