Fatigue strength of orthotropic steel bridge deck paved with epoxy asphaltic concrete (Record no. 43516)

MARC details
000 -LEADER
fixed length control field 02959nam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818113516.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 290798 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10273219
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. ST-89-11
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Jiranan Prakopvitayakit
245 10 - TITLE STATEMENT
Title Fatigue strength of orthotropic steel bridge deck paved with epoxy asphaltic concrete
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1989
300 ## - PHYSICAL DESCRIPTION
Extent 61 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-89-11
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment for the requirements of the degree of Master of Engineering, School of Engineering and Technolog
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1989
520 ## - SUMMARY, ETC.
Summary, etc. An experimental investigation was conducted to evaluate the performance of an orthotropic steel bridge deck paved with epoxy asphaltic concrete subjected to a repetition cyclic load. It involved; the use and mixing procedure of epoxy asphaltic concrete on steel plate and determination of a suitable mix proportion for use in paving orthotropic steel bridge deck. An S - N curve, for the orthotropic steel bridge deck paved with epoxy asphaltic concrete was experimentally developed. The test results indicate that: epoxy asphaltic concrete which contains local aggregate has an average percent air void less than that required by the manufacturer. The S - N curve of steel plates paved with epoxy asphaltic concrete is developed between the range of 15 to 30% of the ultimate load. Two modes of failure were observed. The five tested specimens failed because of tension cracks originating in the top fiber of the epoxy asphaltic concrete. In one specimen there was a combination of cracking in the top fiber and bond failure at the interface.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Bridges, Steel plate deck
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Bridges, Concrete
General subdivision Testing
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pichai Nimityongskul,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Karasudhi, Pisidhi,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Ueda, Tamon,
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-89-11
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18123">http://203.159.5.9/ait-thesis/detail.php?q=B18123</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10273219
b mnait
c s
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240401
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
-- a
-- s
-- 0
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 : 30050003064283
CREATED CREATED : 1995-10-14
RECORD Id RECORD # : i10336916
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050003064275
CREATED CREATED : 1995-10-14
RECORD Id RECORD # : i10336928
LPATRON LPATRON : 1019508
LCHKIN LCHKIN : 2008-08-19
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160068754
CREATED CREATED : 2016-08-04
RECORD Id RECORD # : i12932097
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
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-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired 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   AIT Thesis no. ST-89-11 30050003064283 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-89-11 30050003064275 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-89-11 30050160068754 18/08/2026 1 18/08/2026 40-Archives
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