Experimental and analytical studies on concrete-filled triaxially-braided hybrid FRP structures under static loading (Record no. 15086)

MARC details
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fixed length control field a
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control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20210802150233.0
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fixed length control field 210802b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 14116
Author Jonas, Florian
245 ## - TITLE STATEMENT
Title Experimental and analytical studies on concrete-filled triaxially-braided hybrid FRP structures under static loading
250 ## - EDITION STATEMENT
Volume, Issue number Vol.95(1), Jan
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Thane
Name of publisher, distributor, etc. ACC LTD
Year 2021
300 ## - PHYSICAL DESCRIPTION
Pagination 44-57p.
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Summary, etc. Fiber-reinforced polymer (FRP) confined concrete composites are increasingly used in building construction and civil engineering for retrofitting, strengthening of concrete compression members, and structural systems in harsh environmental conditions. Whereas a vast number of investigations on the increase in the compression strength of concrete columns through confinement of wound tubes and wrapped FRPs exists, experimental investigations on braided and especially triaxially-braided hybrid FRP tubes for confinement in compression and reinforcement in bending are very limited and hence presented in this paper. The aim of this study is to experimentally investigate the confinement effect and strength increase through a multiaxial stress state in concrete, provided by triaxially-braided confinement hulls with glass (G) and carbon (C) fibers. Therefore, cylindrical test specimens with two different hull thicknesses were mechanically tested under static compression loads. The results of this experimentation help to evaluate the effectiveness of the C-G-FRP confinement hull as a confining material. Furthermore, commonly accepted existing analytical models for the stress-strain behavior of confined concrete, which were developed for non-braided FRP confinement hulls are applied, evaluated, and compared to the experimental results. To determine the material properties of the triaxially-braided C-G-FRP confinement hulls flat coupon tests and split-disk ring tests were conducted. The difference in strength is expressed by an introduced split-disk hoop rupture factor. Lastly, the use of the triaxially-braided C-G-FRP confinement hulls as reinforcement for concrete beams and the influence of the fiber angle are experimentally investigated through a four-point bending test with three different fiber angles.
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) 14117
Co-Author Soni, Shubham
773 0# - HOST ITEM ENTRY
Place, publisher, and date of publication Thane ACC Limited
Title Indian Concrete Journal
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://www.icjonline.com/editionabstract_detail/012021
Link text Click here
942 ## - ADDED ENTRY ELEMENTS (KOHA)
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    Dewey Decimal Classification     School of Engineering & Technology (PG) School of Engineering & Technology (PG) Archieval Section 02/08/2021   2021-2021973 02/08/2021 02/08/2021 Articles Abstract Database
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