Stress-Strain Behaviour and Performance Evaluation of High Strength Steel Fibre Reinforced Concrete (SFRSHC) (Record no. 15487)
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| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20211117131249.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 211117b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 9757 |
| Author | Arora, V. V. |
| 245 ## - TITLE STATEMENT | |
| Title | Stress-Strain Behaviour and Performance Evaluation of High Strength Steel Fibre Reinforced Concrete (SFRSHC) |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.93(12), Dec. |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Thane |
| Name of publisher, distributor, etc. | ACC LTD |
| Year | 2019 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 54-61p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | High strength concrete exhibits several desirable mechanical properties for structural application in seismic regions and repair / rehabilitation of hydraulic structures among others. The damage on concrete surfaces caused by the abrasive action of waterborne solid particles at high velocity is one of the major issue while designing the operation of hydraulic structures like spillways, glacis etc. This paper highlights the study of mechanical properties of steel fibre-reinforced high strength concrete (SFRSHC) with trough and hooked-end steel fibres with 0.55 mm diameter and 35 mm length (aspect ratio: 63) satisfying the requirements of ASTM A-820. The concrete mixes with three different water/binder ratios (0.47, 0.36 and 0.20) was used in the study. The stress-strain behavior under uniaxial compression test has been investigated by varying concrete compressive strength and fibre volume fraction. Splitting tension, uniaxial compression, abrasion, impact and toughness measurements were carried out using 0%, 1%, 1.25%, 1.5% and 2.5% steel fibres by volume of concrete and results are presented. Study highlights that High Strength Steel Fibre Reinforced Concrete (HSSFRC) can be utilized in hydraulic structures for sustainable construction and durable repair. |
| 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) | 9756 |
| Co-Author | Singh, Brijesh |
| 773 0# - HOST ITEM ENTRY | |
| Place, publisher, and date of publication | Thane ACC Limited |
| Title | Indian Concrete Journal - ICJ |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://icjonline.com/editionabstract_detail/122019 |
| 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 |
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| Dewey Decimal Classification | School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 17/11/2021 | 2021-2022292 | 17/11/2021 | 17/11/2021 | Articles Abstract Database |