Study of reinforced concrete circular column crack control and modifcation in P-M interaction diagram (Record no. 16233)
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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 | 20220205110538.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 220205b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 15877 |
| Author | Eswaran, R. |
| 245 ## - TITLE STATEMENT | |
| Title | Study of reinforced concrete circular column crack control and modifcation in P-M interaction diagram |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.48, Issue 01 |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Chennai |
| Name of publisher, distributor, etc. | CSIR- Strctural Engineering research Centre |
| Year | 2021 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 24-31p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | This paper presents the study of design methods for checking of Reinforced Cement Concrete (RCC) circular columns crack width control. The various case studies of design explain the importance of crack width control in addition to design for limit state of collapse ie., strength requirements. In the beginning, this paper explains the cases for which the higher area of reinforcement is required for crack width control than the requirement for strength aspect. The sample design calculation for crack width checking is also presented. Next, this paper explains the safe zone in P-M interaction curve as per SP-16 of Indian standards, where the circular sections are safe in both strength as well as crack width control requirements. The unsafe zone in P-M interaction curve describes the circular sections are safe as per strength but unsafe as per crack width control requirements. Finally the method for modification of P-M interaction curve in unsafe zone is explained by increasing the percentage of reinforcement to satisfy the crack width control. The modified design charts for calculating area of reinforcement required are presented. These modified design charts provide guidance to the structural designer while designing for limit state of serviceability for RCC circular columns. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4621 |
| Topical term or geographic name entry element | Civil Engineering |
| 653 ## - Keywords | |
| Keywords | Circular Column |
| 653 ## - Keywords | |
| Keywords | Unsafe Zone |
| 653 ## - Keywords | |
| Keywords | Crack Width Control |
| 653 ## - Keywords | |
| Keywords | Axial Load vs. Moment |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 13878 |
| Co-Author | Sivakumar, S. |
| 773 0# - HOST ITEM ENTRY | |
| Place, publisher, and date of publication | Chennai CSIR-Structural Engineering Research Centre |
| Title | Journal of structural engineering (JOSE) |
| International Standard Serial Number | 0970-0137 |
| 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 | 2022-02-05 | 2022-0377 | 2022-02-05 | 2022-02-05 | Articles Abstract Database |