000 -LEADER |
fixed length control field |
01753 a2200193 4500 |
020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
ISBN |
9781138749269 |
040 ## - CATALOGING SOURCE |
Transcribing agency |
IIT Kanpur |
041 ## - LANGUAGE CODE |
Language code of text/sound track or separate title |
eng |
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER |
Classification number |
624.18341 |
Item number |
K848f |
100 ## - MAIN ENTRY--AUTHOR NAME |
Personal name |
Kotsovos, Michael D. |
245 ## - TITLE STATEMENT |
Title |
Finite-element modelling of structural concrete: short-term static and dynamic loading conditions |
Statement of responsibility, etc |
Michael D. Kotsovos |
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) |
Name of publisher |
CRC Press |
Year of publication |
2015 |
Place of publication |
Boca Raton |
300 ## - PHYSICAL DESCRIPTION |
Number of Pages |
xv, 365p |
520 ## - SUMMARY, ETC. |
Summary, etc |
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. |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical Term |
Finite element method |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical Term |
Plastic analysis |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical Term |
Reinforced concrete construction |
942 ## - ADDED ENTRY ELEMENTS (KOHA) |
Koha item type |
Books |