Civil Engineering - Theory of Structures - Discussion
Discussion Forum : Theory of Structures - Section 1 (Q.No. 3)
3.
Shear strain energy theory for the failure of a material at elastic limit, is due to
Discussion:
12 comments Page 1 of 2.
Rita said:
4 years ago
Thanks all.
Habib said:
4 years ago
Princilal stress> rankine.
Principal strain > st venant.
Principal strain > st venant.
(2)
Krishan singh meena said:
4 years ago
Right, thanks all.
(1)
Naveed Kamal Marwat said:
5 years ago
Principal stress -> Rankine.
Principal Strain-> St. Venant.
Shear stress ->Tresca/Guest.
Strain Energy->Heigh.
Shear strain Energy/Distortion -> Von Meses.
Principal Strain-> St. Venant.
Shear stress ->Tresca/Guest.
Strain Energy->Heigh.
Shear strain Energy/Distortion -> Von Meses.
(20)
Karthik said:
6 years ago
Principal stress -> Rankine.
Principal Strain-> St. Venant.
Shear stress ->Tresca/Guest.
Strain Energy->Heigh.
Shear strain Energy/Distortion -> Von Meses.
Principal Strain-> St. Venant.
Shear stress ->Tresca/Guest.
Strain Energy->Heigh.
Shear strain Energy/Distortion -> Von Meses.
(3)
PAWAN said:
6 years ago
Principal stress -> Rankine.
Principal Strain-> St. Venant.
Shear stress ->Tresca/Guest.
Strain Energy->Heigh.
Shear strain Energy/Distortion -> Von Meses.
Principal Strain-> St. Venant.
Shear stress ->Tresca/Guest.
Strain Energy->Heigh.
Shear strain Energy/Distortion -> Von Meses.
(1)
MKS said:
6 years ago
The definition of the von Mises yield criterion states that the von Mises stress of a material under load should not be equal nor greater than the yield limit of the material under uniaxial stress. The von Mises stress is a criterion for yielding, widely used for metals and other ductile materials. It states that yielding will occur in a body if the components of stress acting on it are greater than the criterion.
Keshav Raidas said:
8 years ago
Read Theory of failures : Distortion energy theorem.
Prerak said:
9 years ago
Anyone knows the principle of Von Mises?
Asaithambi said:
9 years ago
Rankine theory (or) maximum principal stress theory.
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