AI SearchAnalysis of plate resting on non-tension foundation
Call Number: AIT Thesis no. ST-79-23 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. ST-79-23Publication details: Bangkok : Asian Institute of Technology, 1979Description: 26 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1979 Summary: In 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.
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Asian Institute of Technology Library AIT Publications | AIT Thesis no. ST-79-23 (Browse shelf(Opens below)) | 1 | Available | 30050003078945 | |||||||||||||
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20-AIT Publication
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Asian Institute of Technology Library AIT Publications | AIT Thesis no. ST-79-23 (Browse shelf(Opens below)) | 2 | Available | 30050003078952 | |||||||||||||
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Asian Institute of Technology Library Archives | AIT Thesis no. ST-79-23 (Browse shelf(Opens below)) | 1 | Available | 30050160014139 |
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
Thesis (M.Eng.) - Asian Institute of Technology, 1979
In 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.
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