Finite Element Analysis of Debonded Sandwich Beams under Axial Compression (Record no. 42055)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 01718nam a2200181Ia 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | MX-MdCICY |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20250625124706.0 |
| 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-7732 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 250602s9999 xx |||||s2 |||| ||und|d |
| 245 10 - TITLE STATEMENT | |
| Title | Finite Element Analysis of Debonded Sandwich Beams under Axial Compression |
| 490 0# - SERIES STATEMENT | |
| Volume/sequential designation | Journal of Sandwich Structures and Materials, 3(3), p.197-219, 2001 |
| 520 3# - SUMMARY, ETC. | |
| Summary, etc. | A nonlinear finite element analysis was performed to simulate axial compression of sandwich beams with debonded face sheets. The load-end-shortening diagrams were generated for a variety of specimens used in a previous experimental study. The energy release rate at the crack tip was computed using the J-integral, and plotted as a function of the load.Adetailed stress analysiswas performed and the critical stresses in the face sheet and the core were computed. The core was also molded as an isotropic elasticperfectly plastic material and a nonlinear post buckling analysis was performed. A Graeco-Latin factorial plan was used to study the effects of debond length, fact sheet and core thicknesses, and core density on the load carrying capacity of the sandwich composite. It has been found that a linear buckling analysis is inadequate in determining the maximum load a debonded sandwich beam can carry. A nonlinear post-buckling analysis combined with an elasto-plastic model of the core is required to predict the compression behavior of debonded sandwich beams. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Sankar, B.V. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Narayanan, M. |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://drive.google.com/file/d/1L9TXHwaTNDAWNC8e7Q8hILRkvj1H2S9Z/view?usp=drivesdk">https://drive.google.com/file/d/1L9TXHwaTNDAWNC8e7Q8hILRkvj1H2S9Z/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-7732 | 25.06.2025 | 25.06.2025 | Documentos solicitados |