Study of shear for steel fibre reinforced concrete (SFRC) with ratio 0.15%, 0.25%, 0.35%, 0.45% and 0.55% / (Record no. 821)

MARC details
000 -LEADER
fixed length control field 02654nam a2200277 a 4500
001 - CONTROL NUMBER
control field vtls000052179
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251114204352.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 110322t2010 my a f m 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0002627(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905280956
Level of effort used to assign nonsubject heading access points shamsul
Level of effort used to assign subject headings 201110041237
Level of effort used to assign classification Fida
Level of effort used to assign subject headings 201107132042
Level of effort used to assign classification VLOAD
-- 201103221135
-- Fida
040 ## - CATALOGING SOURCE
Original cataloging agency UMP
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) TA441 .I99 2010 rs Bc.
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ahmad Izzudin Ismail
245 10 - TITLE STATEMENT
Title Study of shear for steel fibre reinforced concrete (SFRC) with ratio 0.15%, 0.25%, 0.35%, 0.45% and 0.55% /
Statement of responsibility, etc. Ahmad Izzudin Ismail
246 3# - VARYING FORM OF TITLE
Title proper/short title Study of shear for steel fibre reinforced concrete (SFRC) with ratio 0.15%, 0.25%, 0.35%, 0.45% and 0.55%
Medium [computer file]
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2010
300 ## - PHYSICAL DESCRIPTION
Extent xii, 62 p. :
Other physical details ill. (some col.) ;
Dimensions 30 cm. +
Accompanying material 1 computer disc
502 ## - DISSERTATION NOTE
Dissertation note Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang -- 2010
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Bibliography: p. 53-54
520 3# - SUMMARY, ETC.
Summary, etc. Steel Fibre Reinforced Concrete can be manufactured by adding steel fibre to a concrete mix design. Steel fibres were adding to the concrete in order to get more strength. The concrete grade of 30 N/mm² was used during the preparation of the concrete mixture for the usage of normal concrete as the control sample and sample with 0.15%, 0.25%, 0.35%, 0.45% and 0.55% of steel fibre in terms of volume. Compression test and flexural test was implemented which was accordance to the ASTM C-39 and ASTM C-78 respectively. Compression test were tested to cube and flexural test were tested to beam sample. The graphs were used to present the result. Shear strength became increased due to the percentages of the steel fibre. If the percentages of steel fibres were high, the shear strength was also high. The highest value of shear strength, 14.47kN is for 0.55 % which is the highest value of steel fibre reinforcement in this study. With mix of concrete design with percentage of steel fibre reinforcement in term of volume, optimum compressive strength for 7 days of curing at 20.07 N/mm² can be achieved at 0.55% of steel fibre reinforcement. Meanwhile, optimum compressive strength for 28 days of curing at 29.31 N/mm² can be achieved at 0.15% of steel fibre reinforcement. From this study, the usage of steel fiber in concrete will increase the shear strength of the concrete. That’s mean, steel fibre can be use for reduce shear reinforcement in concrete.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Concrete
General subdivision Mixing
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Reinforced concrete
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Concrete
General subdivision Additives
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   TA441 .I99 2010 rs Bc. 0000054603 04/09/2019 1 04/09/2019 Final Year Report
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 5141 | TA441 .I99 2010 rs Bc. 0000054604 04/09/2019 1 04/09/2019 Final Year Report

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