Analytical modelling of microcracking and bridging in fracture of concrete, rock and ceramics (Record no. 5348)

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008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 270798 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10083686
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-90-18
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Nirmalendran, Sivalingam
245 10 - TITLE STATEMENT
Title Analytical modelling of microcracking and bridging in fracture of concrete, rock and ceramics
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 46, A-4 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-90-18
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. Microcracking and bridging are major mechanisms in fracture of quasi-brittle materials such as concrete, rock and ceramics. An analytical model of fracture process zone which includes both microcracking and bridging is developed to estimate the effects of microcracking and bridging. While the material property on bridging is represented by the tension-softening curve, which is the inelastic component of post-peak behavior in tension test, that on microcracking is related to the pre-peak nonlinear behavior. Relationship between microcrack density and the stress level is determined from pre-peak stress-strain curve in uniaxial tension test. The material parameters on microcracking are identified through a microcracking law which relates the orientation and the density of microcracks to the state of stress at the point in question. The dominant microcracking parameter is found through the model. With the given material properties on bridging and microcracking, the model predicts the shape and size of the microcracking zone, the distribution of microcrack density and the length of bridging zone at each load level. Results of the present model are compared with those of the model which includes only bridging. It is shown that the increase in toughness due to microcracking varies for different materials but remain_s small portion of the total toughness for real materials. For the case that bridging is dominant, Dugdale-Barenblatt-type model, which includes bridging zone only, serves as a good model of fracture phenomena and provides reasonable estimate of, for example, the maximum load of structures.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Fracture mechanics
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 The Government of Australia.,
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-90-18
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18569">http://203.159.5.9/ait-thesis/detail.php?q=B18569</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 : 30050120692446
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Barcode Barcode : 30050160068937
CREATED CREATED : 2016-08-04
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