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Development of cracks in reinforced concrete beams
Review of known theories of concrete fracture and comparison with test results shows that Mohr's shear stress hypothesis is in agreement with general theoretical considerations as well as with results of biaxial stress state tests; distribution of shear stresses is determined from equality of shear deformation of cracked and noncracked square beam section; in spite of simplifying assumptions surprisingly exact prediction of principal shear cracks is obtained.
Development of cracks in reinforced concrete beams
Review of known theories of concrete fracture and comparison with test results shows that Mohr's shear stress hypothesis is in agreement with general theoretical considerations as well as with results of biaxial stress state tests; distribution of shear stresses is determined from equality of shear deformation of cracked and noncracked square beam section; in spite of simplifying assumptions surprisingly exact prediction of principal shear cracks is obtained.
Development of cracks in reinforced concrete beams
Zur Rissentwicklung in Stahlbetonbalken
Brinkmann, G. (author)
Bauingenieur ; 40
1965
5 pages
Article (Journal)
German
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