Effect of Thermal Cycles on Compress IVE Strength of High Strength Concrete (M 90) Compared to Normal Strength Concrete (M 30) (Record no. 9608)
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| 000 -LEADER | |
|---|---|
| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20191007104701.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 191007b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 9730 |
| Author | Vidya B. |
| 245 ## - TITLE STATEMENT | |
| Title | Effect of Thermal Cycles on Compress IVE Strength of High Strength Concrete (M 90) Compared to Normal Strength Concrete (M 30) |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.93(06), June |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Thane |
| Name of publisher, distributor, etc. | ACC LTD |
| Year | 2019 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 8-17p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | With an increased usage of high strength concrete (HSC) in general structural construction and its application in power, nuclear and oil industries where structures are subjected to elevated temperatures and in the event of accidental fires, it is essential to investigate its behaviour. There is a serious lack of fire test data for HSC subjected to thermal cycles and hence it is important to study the mechanical properties of HSC compared to normal strength concrete. This paper presents the study of residual compressive strength and weight loss of high strength concrete compared to normal strength concrete of age 28 days subjected to thermal cycles namely 1, 5, 10, 15, 20, 25, 30, 35, 40, 45 and 50 apart from control concrete. Specimens were exposed to temperatures from 100 to 400°C for 8 hours exposure duration and subsequent air cooling for the remaining period of day. Therefore, one thermal cycle consists of 8 hours heating and 16 hours cooling. The results obtained can be useful as guidelines for fire resistant design of the structures subjected to heating and cooling cycles at elevated temperatures. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4621 |
| Topical term or geographic name entry element | Civil Engineering |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 9731 |
| Co-Author | Rao, Srinivasa |
| 773 0# - HOST ITEM ENTRY | |
| Title | Indian Concrete Journal |
| Place, publisher, and date of publication | Thane ACC Limited |
| Record control number | icj |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://www.icjonline.com/editionabstract_detail/062019 |
| Link text | Click here |
| 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 | 2019-10-07 | 2019787 | 2019-10-07 | 2019-10-07 | Articles Abstract Database |