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035 _a.b10081793
099 9 _aAIT Thesis no. ST-79-23
100 0 _aSomboon Ongmahutmongkol
245 1 0 _aAnalysis of plate resting on non-tension foundation
260 _aBangkok :
_bAsian Institute of Technology,
_c1979
300 _a26 p.
490 1 _aThesis ;
_vno. ST-79-23
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1979
520 _aIn this study, the solution of a weightless circular plate on non-tension foundation subjected to a vertical concentrated forced at the center of the plates is formulated. It is treated as an axisymmetrical problem and it is assumed that tensile stress cannot be transmitted across the interface between plate and its supporting subgrade. The subgrade is represented by model that was proposed by Winkler. The absence of t ensile stresses, across the interface between a plate and its foundation, will cause no contact regions under the plate and the contact takes place within a circle centered about the concentrated load. The main problem in the case of tensionless foundation is to determine the radius of contact and the s tress resultants.
650 0 _aPlates (Engineering)
_xTesting
700 1 _aKawaguchi, Masahiro,
_eChairperson
700 0 _aWorsak Kanok-Nukulchai,
_eExamination Committee
700 1 _aYamamoto, Yasuhiko,
_eExamination Committee
710 2 _aRoyal Danish Government,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. ST-79-23
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B22343
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