Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A new solution is developed for the stress conditions in a cylindrical test specimen with any length-diameter ratio and subjected to axial and radial external loads. The influence of end restraint, exerted by stiff loading plates with and degree of roughness, is considered by introduction of a simplified roughness function. Numerical solutions are presented for a test specimen with a length-diameter ratio of 2.0 and for maximum roughness of the loading plates.
A new solution is developed for the stress conditions in a cylindrical test specimen with any length-diameter ratio and subjected to axial and radial external loads. The influence of end restraint, exerted by stiff loading plates with and degree of roughness, is considered by introduction of a simplified roughness function. Numerical solutions are presented for a test specimen with a length-diameter ratio of 2.0 and for maximum roughness of the loading plates.
Stress Conditions in Triaxial Compression
Balla, A. (Autor:in)
Transactions of the American Society of Civil Engineers ; 126 ; 1074-1101
01.01.2021
281961-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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