Computation of dynamic stress intensity factors by the time domain boundary integral equation method-I. Analysis (Record no. 44814)
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| fixed length control field | 01889nam a2200181Ia 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | MX-MdCICY |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20250625140634.0 |
| 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-10582 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 250602s9999 xx |||||s2 |||| ||und|d |
| 245 10 - TITLE STATEMENT | |
| Title | Computation of dynamic stress intensity factors by the time domain boundary integral equation method-I. Analysis |
| 490 0# - SERIES STATEMENT | |
| Volume/sequential designation | Engineering Fracture Mechanics, 31(5), p.759-767, 1988 |
| 520 3# - SUMMARY, ETC. | |
| Summary, etc. | Application of the direct time domain boundary integral equation method (BIEM)to the solution of a number of elastodynamic crack problems is presented. In this part I, we describe the analysis which includes the basic governing differential equations, their transformation to boundary integral equations and the numerical solution procedure of the discretized form of the BIE. In addition to the usual constant interpolation in space and time of tractions and displacements on the boundary, a new boundary element which incorporates quadratic variation in space and linear variation in time (of the traction and displacements)is developed. These two boundary elements are implemented in a computer code and are used in the examples described in part II. A consistent method of estimation of the dynamic stress intensity factors in conjunction with the two types of the elements mentioned is described. No special singular crack tip elements are used other than the quadratic isoparametric quarter-point boundary elements for modeling the crack tip singularities. Subsequent results show that the numerical solution is accurate and has good convergence properties with regard to mesh refinement and time step size. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Nicholson, J.W. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Mettus, S.R. |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://drive.google.com/file/d/1F4CwOhA5-ukNJBLja-oJ6MN_FcPDh0q3/view?usp=drivesdk">https://drive.google.com/file/d/1F4CwOhA5-ukNJBLja-oJ6MN_FcPDh0q3/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-10582 | 25.06.2025 | 25.06.2025 | Documentos solicitados |