Mechanism of fatigue crack growth in concrete : (Record no. 74789)

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005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818154805.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 270798 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10431895
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-90-17
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Shin, Hak Chul
245 10 - TITLE STATEMENT
Title Mechanism of fatigue crack growth in concrete :
Remainder of title observation and modeling
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1990
300 ## - PHYSICAL DESCRIPTION
Extent 58 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-90-17
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, 1990
520 ## - SUMMARY, ETC.
Summary, etc. Fatigue crack growth in concrete is studied experimentally and theoretically with a main object to identify its governing mechanism. It has been clarified that Dugdale-Barenblatt-type model with tension-softening relation describes fracture of concrete under monotonic load. Tension-softening relation represents material behavior governing fracture phenomena. In the present study, the tension-softening behavior of concrete under cyclic tensile load is considered to be responsible for the fatigue crack growth. Tension-softening behavior of concrete under cyclic tensile load has several characteristics. One of the features is the residual opening displacement in unloaded state which resist to close crack faces resulting in tensile stress at the crack tip. The residual opening displacement is evaluated analytically to examine the possibility of crack growth due to residual opening displacement. It is shown that the residual opening displacement creates tensile stress at the crack tip, but it is not large enough to extend the crack. Another feature of cyclic tension-softening behavior is the stress degradation in reloading. The opening displacement and transmitted stress in reloading process is almost proportional with a reduced slope. The maximum stress in reloading decreases to about 85% of the stress before unloading. This stress degradation may be responsible for crack extension. An analytical model is proposed with the stress degradation in reloading. The model predicts crack extension at each load cycles. The amount of crack extension decreases with. increasing loading cycles, and crack growth stops after several cycles. -iii- With increasing load the crack growth rate increases, and the number of cycles before the crack growth arrest increases. When the load is large and close to the maximum load for monotonic fracture, the crack growth becomes unstable after several cycles. Low-cycle fatigue crack growth tests are carried out where the distribution of crack opening displacement is measured by laser speckle method. Amount of crack extension at each load cycle is evaluated from measured distribution of crack opening displacement. Experimental results are compared with analytical predictions by the proposed model. The agreement between the experimental result and analytical prediction of crack extension length is satisfactory. The proposed analytical model predicts arrest of crack extension after several cycles when the load level is low. This tendency seems to agree with observed phenomena. It is concluded that the mechanism of fatigue crack growth in concrete is the degradation of stress in reloading process. The proposed model provides theoretical prediction of fatigue crack growth under different conditions.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Concrete
General subdivision Fatigue
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Concrete
General subdivision Cracking
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Horii, Hideyuki,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Ueda, Tamon,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pichai Nimityongskul,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Government of Japan,
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-90-17
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18568">http://203.159.5.9/ait-thesis/detail.php?q=B18568</a>
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902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
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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 mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
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Barcode Barcode : 30050120692420
CREATED CREATED : 2014-02-04
RECORD Id RECORD # : i12786081
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Barcode Barcode : 30050160068945
CREATED CREATED : 2016-08-04
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.ST-90-17 30050120692420 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.ST-90-17 30050160068945 18/08/2026 1 18/08/2026 40-Archives
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