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The Stress Function and Photo-Elasticity Applied to Dams
The object of Part I of this paper is to familiarize engineers with the use of the Airy stress function for the solution of problems in plane stress and plane strain when ordinary engineering methods fail to give even approximate results.
The object of Part II is to familiarize the engineer with the photo-elastic phenomenon and its application to civil engineering structures and to compare results obtained in this way with the theoretical results obtained in Part I.
A brief popular outline of the theory, accompanied by a description of the apparatus developed at the California Institute of Technology, at Pasadena, Calif., is given. Methods of evaluating stresses are explained and applied to experiments on Morris Dam.
The Stress Function and Photo-Elasticity Applied to Dams
The object of Part I of this paper is to familiarize engineers with the use of the Airy stress function for the solution of problems in plane stress and plane strain when ordinary engineering methods fail to give even approximate results.
The object of Part II is to familiarize the engineer with the photo-elastic phenomenon and its application to civil engineering structures and to compare results obtained in this way with the theoretical results obtained in Part I.
A brief popular outline of the theory, accompanied by a description of the apparatus developed at the California Institute of Technology, at Pasadena, Calif., is given. Methods of evaluating stresses are explained and applied to experiments on Morris Dam.
The Stress Function and Photo-Elasticity Applied to Dams
Brahtz, John H. A. (Autor:in)
Transactions of the American Society of Civil Engineers ; 101 ; 1240-1277
01.01.2021
381936-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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