Investigation of confinement effects on concrete column by finite element method (Record no. 64671)

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035 ## - SYSTEM CONTROL NUMBER
System control number .b10379538
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-91-10
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Irawan, Paulus
245 10 - TITLE STATEMENT
Title Investigation of confinement effects on concrete column by finite element method
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1991
300 ## - PHYSICAL DESCRIPTION
Extent 50, A-5 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-91-10
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, 1991
520 ## - SUMMARY, ETC.
Summary, etc. Many investigations of confined concrete column have already been conducted in the past. However, since almost all investigations in the past are based on experiments alone, which do not give a clear understanding of mechanism of confined concrete column and are not unified, analytical study of the mechanism of confined concrete column was conducted by using three-dimensional Finite Element Analysis. The results fell between those from the formulations proposed by other researchers. Some experimental investigations were also conducted to verify the concrete material model and the result from Finite Element Analysis for steel-encased concrete columns. Three influencing factors to the strength and ductility, namely shape of lateral tie, volumetric ratio of lateral reinforcement to concrete core, ratio of spacing of lateral reinforcement to the width of concrete core, were studied. Three types of lateral reinforcement shape, circular tie, rectangular with cross tie and rectangular without cross tie, were studied. The circular tie is the most effective, and rectangular without cross tie is the least. The increment of volumetric ratio of lateral rein forcement to concrete core does not necessarily increase the strength and ductility of confined concrete column. It depends on the stress condition in the ties. The ratio of spacing of lateral reinforcement to the width of concrete core affects the strength and ductility in longitudinal and lateral directions. The smaller the ratio, the greater the confinement that can be mobilized to cross section far from lateral reinforcement and also the greater the mean stress level in the ties. Once the ties yield, strength and ductility increments will decrease.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Finite element method
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Columns, Concrete
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Maekawa, Koichi,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Worsak Kanok-Nukulchai,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Kamol Vajarasathira,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element German Academic Exchange Service (DAAD), Federal Republic of Germany,
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-91-10
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B17703">http://203.159.5.9/ait-thesis/detail.php?q=B17703</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)
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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 : 30050160022629
CREATED CREATED : 2016-04-04
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