Investigating the strength of polystyrene as aggregate replacement to produce ligthweight concrete wall panel / (Record no. 6727)

MARC details
000 -LEADER
fixed length control field 03068ntm a2200277 a 4500
001 - CONTROL NUMBER
control field vtls000098184
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251117113324.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 161129s2016 my a f abm 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0000329(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905141710
Level of effort used to assign nonsubject heading access points nazirah
-- 201611290954
-- saini
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) FKASA .A954 2016 r Bc.
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Aziemah Hashim
245 10 - TITLE STATEMENT
Title Investigating the strength of polystyrene as aggregate replacement to produce ligthweight concrete wall panel /
Statement of responsibility, etc. Aziemah Hashim
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent xv, 54 p. :
Other physical details ill. (some col.) ;
Dimensions 30 cm. +
Accompanying material 1 CD-ROM
500 ## - GENERAL NOTE
General note Faculty of Civil Engineering and Earth Resources
502 ## - DISSERTATION NOTE
Dissertation note Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Bibliography : p. 51-52
520 3# - SUMMARY, ETC.
Summary, etc. This study was conducted to determine the compressive strength of lightweight concrete (LWC) containing expended polystyrene (EPS) or most known as polystyrene beads which is designated for load bearing wall application. In order to produce the LWC, EPS beads were chosen as lightweight aggregate because it gives advantages in term of their characteristic such as low density, high strength, good thermal and sound insulation. Besides that, it was also suitable for structure that would be exposed to impact like shear wall. In this study, twelve (12) unreinforced concrete wall panel with dimension 100 x 600 x 600 mm were produced. The size of polystyrene beads were 3.0 mm in diameter. There are four (4) concrete mix proportion that were used in this study which is (1:3:0), (1:2.5:0.5), (1:2:1) and (1:1.5:1.5). All sample were tested at Heavy Structure Laboratory, University Malaysia Pahang. The lightweight concrete wall panel were tested by using Magness Frame machine in order to get the ultimate axial and deflection parameter. The concrete wall panel were setup under pinned- fixed end condition. Then ultimate axial load of wall panel were determine by using British Standard (BS98110-97). Based on the test conducted, the compressive strength of lightweight concrete cube for RATIO 2 is the highest which is 20.645 N/mm2 while the lowest is RATIO 3 with strength 16.545 N/mm2.While for ultimate axial load, the maximum ultimate axial load at 28 days is RATIO 1 which is 194.79 kN and the lowest is RATIO 3 with 136.25 kN. Hence, when compare between RATIO 1 with the CONTROL, the difference of strength of wall panel did not give significant difference. There only small margin of differences of both specimen. Meanwhile, for deflection the data recorded by Linear Variable Differential Transformer (LVDT) are inconsistent. This is because the concrete wall panel were experience the compression and tension during the test conducted.
610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Faculty of Civil Engineering and Earth Resources
General subdivision Dissertations
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Universities and Colleges
General subdivision Dissertations
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Theses
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   In Transit UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   FKASA .A954 2016 r Bc. 0000114843 04/09/2019 1 04/09/2019 Final Year Report
  Not lost   In Transit UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 10146 | FKASA .A954 2016 r Bc. 0000114844 04/09/2019 1 04/09/2019 Final Year Report

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