Symmetric weak-form integral equation method for three-dimensional fracture analysis (Record no. 45670)
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| fixed length control field | 01838nam a2200193Ia 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | MX-MdCICY |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20250625140651.0 |
| 040 ## - CATALOGING SOURCE | |
| Transcribing agency | CICY |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) | |
| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) | B-11454 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 250602s9999 xx |||||s2 |||| ||und|d |
| 245 10 - TITLE STATEMENT | |
| Title | Symmetric weak-form integral equation method for three-dimensional fracture analysis |
| 490 0# - SERIES STATEMENT | |
| Volume/sequential designation | Computer Methods in Applied Mechanics and Engineering, 151(3-4), p.435-549, 1998 |
| 520 3# - SUMMARY, ETC. | |
| Summary, etc. | A symmetric Galerkin boundary element method is developed for the analysis of linearly elastic, isotropic three-dimensional solids containing fractures. The formulation is based upon a weak-form displacement integral equation and a weak-form traction integral equation recently developed by Li and Mear (1997). These integral equations are only weakly singular, and their validity requires only that the boundary displacement data be continuous, hence, allowing standard Co elements to be employed. As part of the numerical implementation a special crack-tip element is developed which has a novel feature in that there exist degrees of freedom associated with the nodes at the crack front. As a result, a higher degree of approximation is achieved for the relevant displacement data on the crack and, further, the stress intensity factors are obtained directly in terms of the crack-front nodal data. Various examples are treated for cracks in unbounded domains and for cracks in finite domains (including both embedded and surface breaking cracks), and it is demonstrated that highly accurate results can be achieved using relatively coarse meshes. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Li, S. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Mear, M.E. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Xiao, L. |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://drive.google.com/file/d/1QQnNoDdM25BvhcGk9qWwtsIkRJs8Vk6d/view?usp=drivesdk">https://drive.google.com/file/d/1QQnNoDdM25BvhcGk9qWwtsIkRJs8Vk6d/view?usp=drivesdk</a> |
| Public note | Para ver el documento ingresa a Google con tu cuenta: @cicy.edu.mx |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Clasificación local |
| Koha item type | Documentos solicitados |
| Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection | Home library | Current library | Shelving location | Date acquired | Total checkouts | Full call number | Date last seen | Price effective from | Koha item type |
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| Clasificación local | Ref1 | CICY | CICY | Documento préstamo interbibliotecario | 25.06.2025 | B-11454 | 25.06.2025 | 25.06.2025 | Documentos solicitados |