Mohr exercise bai tap tinh toan

EXAMPLE 1.1 AXIAL PRINCIPAL STRESSESA cylindrical specimen of rock, 50 mm in diameter and 100 mm long is subjected to an axial compressive force of 5 kN.. the normal stress n and shear

EXAMPLE 1.1 AXIAL PRINCIPAL STRESSES

A cylindrical specimen of rock, 50 mm in diameter and 100 mm long is subjected to an axial compressive force of 5 kN Find:

1 the normal stress n and shear stress  on a plane inclined at 30° to the radial direction;

2 the maximum value of shear stress;

3 the inclination of planes on which the shear stress  is equal to one-half max

Biaxial stress

Bai tap