Flexural strengthening of reinforced concrete beams using high performance ferrocement (Record no. 45510)

MARC details
000 -LEADER
fixed length control field 03535nas a2200433 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818114027.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 110312s2010 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12092095
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-10-06
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Kamal, Kamaluddin
245 10 - TITLE STATEMENT
Title Flexural strengthening of reinforced concrete beams using high performance ferrocement
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani, Thailand :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2010
300 ## - PHYSICAL DESCRIPTION
Extent 64 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-10-06
520 ## - SUMMARY, ETC.
Summary, etc. The main objective of the study is to carry out an experimental program for strengthening of the beams by using high performance laminate. The flexural behavior of six beams strengthened on the soffits by using ferrocement laminate made of modified mortar and reinforced with hexagonal wire mesh were compared with the controlled beam. The main parameters used in this study were the optimization of mortar matrix and the number of layers of wire mesh used in the fe rrocement form. The results of this experiment include first crack load, ultimate load, defl ection characteristics, toughness index and failure pattern after the strengthening of the beams. Also, the scope was to determine the effect of the modified mortar matrix and the layers of wire mesh on the load capacity of RC beam. The test results showed that strengthening of the beams by using high performance ferrocement jacketing increased on the load carrying capacity of the composite. The more the number of layers of wire mesh, the higher the increase in load carrying capacity of the beams. Moreover, the using of high performance mortar indicates the highest first crack load among all the strengthened specimens because its compressive and flexural strength is higher than other mortar matrix.
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2010
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Concrete beams
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Strength of materials
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sun Sayamipuk,
Relator term Examination committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Anwer, Naveed,
Relator term Examination committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Chairperson
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Strengthening of Higher Education Program(SHEP), Afghanistan,
Relator term Scholarship donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. ST-10-06
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B03984 ">http://203.159.5.9/ait-thesis/detail.php?q=B03984 </a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12092095
b mnait
c u
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240403
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 110312
First date, FD (RLIN) m
-- a
-- u
-- 0
962 ## -
-- 000:001:PDF:b1209209:000609:0:0:0:0:0:0
-- Abstract-AIT Thesis no.ST-10-06
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120818611
CREATED CREATED : 2009-10-13
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Barcode Barcode : 30050120818637
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160101456
CREATED CREATED : 2016-04-22
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Cost, normal purchase price Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.ST-10-06 30050120818611 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.ST-10-06 30050120818637 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.ST-10-06 30050160101456 18/08/2026 1 18/08/2026 40-Archives
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