Boundary element method for crack growth analysis in concrete structures with nonlinear tension-softening curve (Record no. 13161)

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fixed length control field 270798 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10119346
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-90-14
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Sedarage, Bandu Gamini
245 10 - TITLE STATEMENT
Title Boundary element method for crack growth analysis in concrete structures with nonlinear tension-softening curve
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 62 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-90-14
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. Influence of the nonlinear tension-softening curve on the fracture behavior of finite size concrete specimens is discussed by using Boundary Element Method (BEM). A boundary element method program is developed for Dugdale-Barenblatt -type model of bridging zone with nonlinear tension-softening curve to investigate the effect of shape of tension-softening curve on the fracture behavior. Boundary integral equations (BIE) equivalent to original crack problems are presented with a consideration on the treatment of crack boundaries. Wedge loaded specimens and three point bending specimens with different sizes are analyzed with linear and nonlinear tension-softening curves. The results for wedge loaded specimens obtained by the present model are compared with those by an existing model and the experimental results. The maximum loads predicted by the present model for three point bending specimens, are also compared with the experimental results. Along bridging zone which is modelled as a part of crack with stress transmitted by aggregate, the transmitted stress and crack opening displacement (normal stress and normal displacement gap) satisfy a given relationship which is called tension-softening curve. The stress intensity factor at the tip of the bridging zone is assumed to be zero which assures that stress is bounded. With these conditions, boundary integral equations are solved numerically where boundary quantities are approximated by piecewise constant functions. For given specimen geometry, loading condition and bridging zone length, an associated value of load is obtained, together with distributions of transmitted stress and crack opening displacement. In general, the transmitted stress is a nonlinear function of the crack opening displacement. To satisfy this nonlinear relationship, Boundary Element Method (BEM) program is modified with Newton-Rapson's method.
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 Karasudhi, Pisidhi,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Worsak Kanok-Nukulchai,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Norwegian Government (NORAD),
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-90-14
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18565">http://203.159.5.9/ait-thesis/detail.php?q=B18565</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 mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120692396
CREATED CREATED : 2014-02-04
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Barcode Barcode : 30050160068978
CREATED CREATED : 2016-08-04
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