Postbuckling response of functionally graded hybrid composite plates under combined uniaxial compression and in-plane shear loads (Record no. 16117)
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| 000 -LEADER | |
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| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20220131125640.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 220131b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 15688 |
| Author | Vummadisetti, Sudhir |
| 245 ## - TITLE STATEMENT | |
| Title | Postbuckling response of functionally graded hybrid composite plates under combined uniaxial compression and in-plane shear loads |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.48, Issue 4 |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Chennai |
| Year | 2021 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 235-254p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | The postbuckling response of functionally graded hybrid composite plates subjected to combined uniaxial and in-plane shear loading conditions is numerically investigated in the present study. The finite element formulation- based software ABAQUS has been used for the numerical study. Eigen buckling analysis and Tsai-Hill failure criteria are used to determine critical buckling and first ply failure loads, respectively. Functionally graded composite plates with and without cutouts are considered for the study. Five different shapes and three different sizes of cutouts at the center of the plate have been taken to examine the response under the combined in-plane loads. Effect of (0/90)4s, (+45/-45)4s, and (+45/-45/0/90)2s fiber stacking sequences are also examined. It is shown that, diamond-shaped cutout of small size among the cutouts performs better in terms of buckling and first ply failure loads of the plates under compressive loads combined with negative in-plane shear load. The (+45/-45)4s stacking sequence has the highest buckling and failure loads in comparison to other layup sequences |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4621 |
| Topical term or geographic name entry element | Civil Engineering |
| 653 ## - Keywords | |
| Keywords | Buckling |
| 653 ## - Keywords | |
| Keywords | Combined Loads |
| 653 ## - Keywords | |
| Keywords | First Ply Failure |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 15689 |
| Co-Author | Singh, S.B. |
| 773 0# - HOST ITEM ENTRY | |
| International Standard Serial Number | 0970-0137 |
| Title | Journal of structural engineering (JOSE) |
| Place, publisher, and date of publication | Chennai CSIR-Structural Engineering Research Centre |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | |
| Koha item type | Articles Abstract Database |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Permanent Location | Current Location | Shelving location | Date acquired | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 2022-01-31 | 2022-0265 | 2022-01-31 | 2022-01-31 | Articles Abstract Database |