State-of-the-art review on axial behavior of frp-concrete-steel double-skin tubular columns (Record no. 23462)

MARC details
000 -LEADER
fixed length control field 02264 a2200217 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251006102857.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 251006b |||||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
Author Praneet Sai Kumar, P.
9 (RLIN) 27274
245 ## - TITLE STATEMENT
Title State-of-the-art review on axial behavior of frp-concrete-steel double-skin tubular columns
250 ## - EDITION STATEMENT
Volume, Issue number Vol.99(2), Feb
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Thane
Name of publisher, distributor, etc. ACC LTD
Year 2025
300 ## - PHYSICAL DESCRIPTION
Pagination 48-62p.
520 ## - SUMMARY, ETC.
Summary, etc. Over the last twenty years, there has been considerable focus on the use of fibre-reinforced polymer (FRP) composites as confinement substances. The hybrid double-skin tubular column (DSTC) represents an innovative construction approach, comprising an external fibre-reinforced polymer (FRP) tube, an inner steel tube, and a concrete infill. These columns are primarily designed to offer corrosion and seismic resistance, DSTCs have gained popularity in bridges and offshore structures applications. This paper aims to provide an unbiased evaluation of the experimental research efficiency of hybrid FRPconcrete-steel double-skin tubular columns subjected to axial compression while exploring various critical parameters, as well as numerical and analytical studies. The examined parameters include the buckling behavior of the inner steel tube, the diameter of the inner steel tube, FRP tube thickness, the orientation of fibres, failure modes, axial load-strain behavior, FRP hoop rupture strain, concrete strength and concrete type, the interaction between steel and FRP tubes, filling the inner steel tube, stiffened DSTCs, and cross-sectional form. The review findings emphasize the importance of future research in areas such as non-circular column members, the use of natural fibres for the outer FRP tube, and numerical and analytical studies. These insights are valuable for researchers, practitioners, and decision-makers involved in designing, constructing, and retrofitting efficient and resilient structures as hybrid DSTCs.
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 Singh, Shamsher Bahadur
9 (RLIN) 27275
773 0# - HOST ITEM ENTRY
Title Indian Concrete Journal - ICJ
International Standard Serial Number 0019-4565
Place, publisher, and date of publication Thane ACC Limited
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://www.icjonline.com/editionabstract_detail/022025
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 06/10/2025   2025-1502 06/10/2025 06/10/2025 Articles Abstract Database
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