Study on thermo-mechanical behavior of concrete subjected to thermal cycles (Record no. 18045)
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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 | 20221103113529.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 221103b 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 | Study on thermo-mechanical behavior of concrete subjected to thermal cycles |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.96(3), Mar |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Thane |
| Name of publisher, distributor, etc. | ACC LTD |
| Year | 2022 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 32-42p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | As the use of high-strength concrete becomes common, the risk of exposing it to high temperatures also increased. The behavior of high strength concrete under elevated temperatures differs from that of normal strength concrete. When concrete is exposed to elevated temperatures, it begins to experience dehydration reactions in the hydrated cement paste, possible thermal incompatibilities between paste and aggregate and eventual physico-chemical deterioration of the aggregate. Typically, such degradation is accompanied by a decrease in the strength and weight of the concrete. Moreover, repeated thermal cycling due to fluctuating temperatures reduces the peak strength and could loosen the bond between the cement and aggregate. The thermal gradients and induced thermal stresses could trigger micro cracking, crumbling and spalling of the concrete. <br/>Hence, an investigation on the behavior of standard and high strength concrete, exposed to thermal cycles at elevated temperatures was carried out. They were carried out on concrete specimens of age 28 days and exposed to temperatures from 100 to 400°C for 8 hours duration and subsequent air cooling for the remaining period of a day. Therefore, one thermal cycle means 8 hours heating and 16 hours cooling. Thermogravimetric analysis (TGA) has been carried out to study thermal stability of standard concrete and high strength concrete and based on this study the critical temperature of concrete is found to be 400°C. The mechanical properties studied in this work are compressive strength, split tensile strength and flexural strength. 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) | 9662 |
| Co-Author | Rao, K. Srinivasa |
| 773 0# - HOST ITEM ENTRY | |
| Title | Indian Concrete Journal - ICJ |
| Place, publisher, and date of publication | Thane ACC Limited |
| International Standard Serial Number | 0019-4565 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://www.icjonline.com/editionabstract_detail/032022 |
| Link text | Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Articles Abstract Database |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Total Checkouts | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 03/11/2022 | 2022-1986 | 03/11/2022 | 03/11/2022 | Articles Abstract Database |