Application of stainless-steel wire mesh (SSWM) for strengthening reinforced concrete beam-column junction (Record no. 21849)

MARC details
000 -LEADER
fixed length control field a
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20241205151726.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 241205b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 24701
Author Patel, Paresh
245 ## - TITLE STATEMENT
Title Application of stainless-steel wire mesh (SSWM) for strengthening reinforced concrete beam-column junction
250 ## - EDITION STATEMENT
Volume, Issue number Vol.98(6), Jun
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Thane
Name of publisher, distributor, etc. ACC LTD
Year 2024
300 ## - PHYSICAL DESCRIPTION
Pagination 44-59p.
520 ## - SUMMARY, ETC.
Summary, etc. The transfer of external loads from their source to the foundation is highly dependent on the connections present between loadbearing components within reinforced concrete (RC) structures. The reinforcement detailing at the junctions ensure proper transfer of forces and moments from one structural member to other structural member and maintain integrity of structural system. Inadequate design and detailing of connections between beam and column in framed structure cause safety hazard under the effect of lateral loading. To strengthen beamcolumn junctions in RC frame structures, jacketing of Fiber reinforced Polymer (FRP) materials is carried out but debonding of FRP materials from the surface of concrete often leads to the underutilization for strength of the FRP in many scenarios. The high cost of FRP materials, their tendency for brittle failure, and the occurrence of debonding have prompted the search for alternative materials to strengthen structural elements and connections. In the present study application of stainless-steel wire mesh (SSWM) for strengthening of RC beam-column junctions is evaluated. Specimens of beam column junctions are strengthened by bonding SSWM 40×32 in two different configurations. In one configuration, L-shaped SSWM strips are applied at two corners with enclosure of SSWM strip box while in other configuration, L-shaped SSWM strips at corners are enclosed by 45° SSWM strips from both the sides of specimen. To bond the SSWM onto the concrete surface of the beamcolumn junction, epoxy SIKADUR 30LP is utilized. One control and two SSWM strengthened specimens are subjected to monotonic load in vertical downward direction. From the loaddisplacement behaviour of specimens’ strength and ductility are compared. From the present experimental investigation, it is observed that SSWM strengthened specimens carry 14 % to 15 % higher ultimate load in comparison of control specimen. Strengthened specimens also exhibit improvement in energy absorption and ductility. Based on outcome of present study, it is recommended to use SSWM for strengthening of RC beamcolumn junctions.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4690
Topical term or geographic name entry element Construction Engineering and Management (CEM)
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 24702
Co-Author Joshi, Digesh
773 0# - HOST ITEM ENTRY
Place, publisher, and date of publication Thane ACC Limited
International Standard Serial Number 0019-4565
Title Indian Concrete Journal - ICJ
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://www.icjonline.com/editionabstract_detail/062024
Link text Click here
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Articles Abstract Database
Holdings
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 05/12/2024   2024-1466 05/12/2024 05/12/2024 Articles Abstract Database
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