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Theory of failure of concrete subjected to shear and normal stresses
Calculation of states of stress and corresponding Mohr circles, assumed that Mohr's envelope is parabola of second degree; effect produced on conditions for failure by value of ratio of tensile strength to compressive strength of concrete determined on prismatic test specimens is compared for values of ratios of 1/8 and 1/12. (28204)
Theory of failure of concrete subjected to shear and normal stresses
Calculation of states of stress and corresponding Mohr circles, assumed that Mohr's envelope is parabola of second degree; effect produced on conditions for failure by value of ratio of tensile strength to compressive strength of concrete determined on prismatic test specimens is compared for values of ratios of 1/8 and 1/12. (28204)
Theory of failure of concrete subjected to shear and normal stresses
En bruddteori for betong utsatt for skjaerog normal-spenninger
Gausel, E. (Autor:in)
Nordisk Betong ; 12
1968
6 pages
Aufsatz (Zeitschrift)
Norwegisch
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