Structural Damage Analysis of Masonry Walls using Computational Homogenization (Record no. 815336)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 02000aab a2200217 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240712b20072007|||qr||| |||| 00| 0 eng d |
| 022 ## - INTERNATIONAL STANDARD SERIAL NUMBER | |
| International Standard Serial Number | 1056-7895 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | T.J. Massart |
| 9 (RLIN) | 882681 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | R.H.J. Peerlings |
| 9 (RLIN) | 882682 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | M.G.D. Geers |
| 9 (RLIN) | 882683 |
| 245 ## - TITLE STATEMENT | |
| Title | Structural Damage Analysis of Masonry Walls using Computational Homogenization |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 199-226 p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | This contribution deals with the application of computational homogenization techniques for structural masonry computations, as an alternative to the formulation of complex closed-form macroscopic constitutive laws. The complexity of modeling masonry material stems from the anisotropy evolution and localization induced by mesostructural damage. This phenomenon appears with preferential damage orientations, which are intimately related to the initial periodic structure of the material. The upscaling procedure used here relies on the formulation of mesoscopic constitutive laws at the level of the individual brick and mortar materials. A mesostructural unit cell with its corresponding periodicity requirements is used to deduce the average response of the masonry material through a scale transition. At the macroscopic scale, this averaged material response is used in the frame of an enhanced continuum approach with embedded localization bands, the widths of which are directly deduced from the initial periodicity of the material. The results obtained by the framework are illustrated and discussed by means of a structural computation example, which involves a complex cracking evolution together with fully anisotropic damage development. |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Masonry |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Computational Homogenization |
| 9 (RLIN) | 783574 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Structural Analysis |
| 9 (RLIN) | 53360 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Damage Mechanics |
| 9 (RLIN) | 703351 |
| 773 0# - HOST ITEM ENTRY | |
| International Standard Serial Number | 10567895 |
| Place, publisher, and date of publication | London, U.K. : Sage Publications |
| Title | International Journal of Damage Mechanics |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://doi.org/10.1177/1056789506064943">https://doi.org/10.1177/1056789506064943</a> |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Suppress in OPAC | No |
| Koha item type | Articles |
| -- | 14993 |
| -- | Mr. Muhammad Rafique Al Haj Rajab Ali (Late) |
| Not for loan | Home library | Serial Enumeration / chronology | Total Checkouts | Date last seen | Koha item type |
|---|---|---|---|---|---|
| Periodical Section | Vol.. 16, No. 2 (April 2007) | 12/07/2024 | Articles |