Flexural behavior of ferrocement-prestressed concrete composite beams (Record no. 45499)

MARC details
000 -LEADER
fixed length control field 03236nam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818114025.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 220798 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10284837
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-92-10
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Madayag, Arnel Cordero
245 10 - TITLE STATEMENT
Title Flexural behavior of ferrocement-prestressed concrete composite beams
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1992
300 ## - PHYSICAL DESCRIPTION
Extent 42, A-5, B-30 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-92-10
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1992
520 ## - SUMMARY, ETC.
Summary, etc. A theoretical and experimental study was conducted to determine the flexural behavior of ferrocement-prestressed concrete composite beams. The theoretical model was tested by comparing theoretical values of the moment-curvature curve, load-deflection curve, camber, prestress loss, cracking moment and ultimate moment capacity with experimental results obtained from both ordinary prestressed concrete beams and ferrocement-prestressed concrete composite beams. The experimental test was conducted on three ordinary beams and six composite beams with the number of layers of wire mesh as the only varying parameter. The seismic resistance of the composite was also evaluated by compaiing its energy absorption capacity and stiffness degradation properties with that of ordinary prestressed beams. Results indicated that the theoretical model can well predict the flexural behavior and strength of the composite beams as well as the ordinary beams and that full composite action was attained up to failure. Results also showed that the increase in the number of layers of wire mesh in the ferrocement shell increases the strength and stiffness of the composite beams and a better cracking pattern can be observed. Furthe1more, tests showed that better seismic resistance is exhibited by the composite beams compared to ordinaiy beams.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Ferrocement
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Concrete beams
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Pama, Ricardo P.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Maekawa, Koichi,
Relator term Examination committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pichai Nimityongskul,
Relator term Examination Committee
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-92-10
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href=" http://203.159.5.9/ait-thesis/detail.php?qd=B16895"> http://203.159.5.9/ait-thesis/detail.php?qd=B16895</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
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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 : 30050003065652
CREATED CREATED : 1995-10-14
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CREATED CREATED : 1995-10-14
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Barcode Barcode : 30050160022348
CREATED CREATED : 2016-04-04
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Holdings
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no.ST-92-10 30050003065652 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   AIT Thesis no.ST-92-10 30050120689335 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-92-10 30050160022348 18/08/2026 1 18/08/2026 40-Archives
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