Static response of high-strength concrete beams with hybrid fibrere inforced polymer (HyFRP) laminates (Record no. 23474)

MARC details
000 -LEADER
fixed length control field 02134 a2200217 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251007161547.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 251007b |||||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
Author Somiyadevi, P.
9 (RLIN) 27287
245 ## - TITLE STATEMENT
Title Static response of high-strength concrete beams with hybrid fibrere inforced polymer (HyFRP) laminates
250 ## - EDITION STATEMENT
Volume, Issue number Vol.99(4), Apr
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Thane
Name of publisher, distributor, etc. ACC LTD
Year 2025
300 ## - PHYSICAL DESCRIPTION
Pagination 33-46p.
520 ## - SUMMARY, ETC.
Summary, etc. This study aims to evaluate the static behavior of externally bonded Hybrid Fibre Reinforced Polymer laminates in High Strength Concrete beams with various layer combinations. This research article is mainly focused experimental and analytical investigations on the strengthening of High Strength Concrete beams with hybrid Fibre Reinforced Polymer laminates under flexural loading. This current research work intends to study how alternative sequences of carbon FRP (CFRP) and glass FRP (GFRP) laminates with the combined effect of hybrid FRPs affect the enhancement of the reinforced cement concrete beams. For this research investigation, a total of 17 rectangular beams were cast and strengthened by using GFRP and CFRP. Out of the seventeen cast beams, one beam was the control concrete beam, and the remaining sixteen beams were strengthened with hybrid Fibre Reinforced Polymer laminates which consist of glass and carbon Fibre. The arrangements, which are hybrid FRP laminates, are attached, and they are attended as the main variables in the current research test. Concrete with reinforcements after laminating beams with two, three, and even four layers of hybrid FRP laminates, a static load was given to the beams until they failed. The conclusion of the test results shows that the strength and ductility value of High concrete beams were increased depending on different layers of Hybrid FRP laminates.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Civil Engineering
9 (RLIN) 4621
700 ## - ADDED ENTRY--PERSONAL NAME
Co-Author Ramasamy, V.
9 (RLIN) 7778
773 0# - HOST ITEM ENTRY
Place, publisher, and date of publication Thane ACC Limited
Title Indian Concrete Journal - ICJ
International Standard Serial Number 0019-4565
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://www.icjonline.com/editionabstract_detail/042025
Link text Click here
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Articles Abstract Database
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    Dewey Decimal Classification     School of Engineering & Technology (PG) School of Engineering & Technology (PG) Archieval Section 07/10/2025   2025-1511 07/10/2025 07/10/2025 Articles Abstract Database
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