Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shakedown analysis of nonprismatic beams
Theoretical investigation of shakedown theorem for nonprismatic beams of elastic-plastic and strain-hardening material is presented; analytical expressions for shakedown analysis of continuous beams with variable cross section under statical loading were derived; effect of preload, shear force, and geometry of section on shakedown load; new concept of shakedown analysis of continuous bridges, prismatic and nonprismatic; method is directly applicable for shakedown analysis of beams supporting crane runway girders, columns, and walls subjected to severe wind load; numerical examples of beams and bridges.
Shakedown analysis of nonprismatic beams
Theoretical investigation of shakedown theorem for nonprismatic beams of elastic-plastic and strain-hardening material is presented; analytical expressions for shakedown analysis of continuous beams with variable cross section under statical loading were derived; effect of preload, shear force, and geometry of section on shakedown load; new concept of shakedown analysis of continuous bridges, prismatic and nonprismatic; method is directly applicable for shakedown analysis of beams supporting crane runway girders, columns, and walls subjected to severe wind load; numerical examples of beams and bridges.
Shakedown analysis of nonprismatic beams
ASCE -- Proc (J Structural Div)
Roushan, A.F.M. (Autor:in) / Ghani, A. (Autor:in)
1967
30 pages
Aufsatz (Zeitschrift)
Englisch
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Shakedown analysis of nonprismatic beams
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