Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Review of concrete beams failing in shear
Nature of inclined cracking is examined in terms of primary cracks caused by interaction of bending and shearing stresses; two broad types of shear failure analyses are defined as arch, truss, and frame analogies and limit analysis mechanisms, and limitations of various methods are briefly examined; general theoretical solution of shear strength problem is briefly outlined which involves numerical iterative procedure to determine stress and strain field in cracked reinforced concrete beam; secondary cracks caused by slip and dowel action forces in longitudinal bars transferring shear across crack are described and their influence on mechanism of failure is considered.
Review of concrete beams failing in shear
Nature of inclined cracking is examined in terms of primary cracks caused by interaction of bending and shearing stresses; two broad types of shear failure analyses are defined as arch, truss, and frame analogies and limit analysis mechanisms, and limitations of various methods are briefly examined; general theoretical solution of shear strength problem is briefly outlined which involves numerical iterative procedure to determine stress and strain field in cracked reinforced concrete beam; secondary cracks caused by slip and dowel action forces in longitudinal bars transferring shear across crack are described and their influence on mechanism of failure is considered.
Review of concrete beams failing in shear
ASCE -- Proc (J Structural Div)
Bresler, B. (Autor:in) / MacGregor, J.G. (Autor:in)
1967
30 pages
Aufsatz (Zeitschrift)
Englisch
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