Boundary element analysis of mode I and mixed mode (I and II)crack problems of 2-D gradient elasticity (Record no. 45339)
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| 000 -LEADER | |
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| fixed length control field | 02016nam a2200253Ia 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | MX-MdCICY |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20250625140644.0 |
| 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-11112 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 250602s9999 xx |||||s2 |||| ||und|d |
| 245 10 - TITLE STATEMENT | |
| Title | Boundary element analysis of mode I and mixed mode (I and II)crack problems of 2-D gradient elasticity |
| 490 0# - SERIES STATEMENT | |
| Volume/sequential designation | Comput. Methods Appl. Mech. and Engineering, 196, p.5092-5103, 2007 |
| 520 3# - SUMMARY, ETC. | |
| Summary, etc. | A boundary element method is developed for fracture analysis of gradient elastic planar solids under static loading. A simple version of Mindlin's general theory of gradient elastic materials is employed and the two required boundary integral equations, one for the displacement vector and the other for its normal derivative are presented. Use is made of the fundamental solution of the problem and this leads to a formulation that requires only a boundary discretization. Two representative numerical examples are presented to illustrate the method, demonstrate its accuracy and efficiency and assess the gradient effect on the response. The first deals with a mode I crack, while the second with a mixed mode (I II)crack. For the second case the proposed method is used in conjunction with the method of subregions. The method is employed with regular and special (near the crack tip)boundary elements. The gradient effect consists of modifying both the displacement and the stress field around the crack tip and resulting in a response which is more physically acceptable than the one coming from the classical theory of elasticity. |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | GRADIENT ELASTICITY |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | FRACTURE MECHANICS |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | BEM |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | VARIABLE-ORDER SINGULARITY ELEMENT |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Karlis, G.F. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Tsinopoulos, S.V. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Polyzos, D. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Beskos, D.E. |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://drive.google.com/file/d/1GonD6juoaPZfINsHFzGUveqCCldyRoQs/view?usp=drivesdk">https://drive.google.com/file/d/1GonD6juoaPZfINsHFzGUveqCCldyRoQs/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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Clasificación local | Ref1 | CICY | CICY | Documento préstamo interbibliotecario | 25.06.2025 | B-11112 | 25.06.2025 | 25.06.2025 | Documentos solicitados |