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
Rankine
Guest or Trecas
St. Venant
Haig
Von Mises.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
12 comments Page 1 of 2.

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.
(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.
(3)

Habib said:   4 years ago
Princilal stress> rankine.

Principal strain > st venant.
(2)

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.
(1)

Krishan singh meena said:   4 years ago
Right, thanks all.
(1)

Jun said:   1 decade ago
What is Von Mises?

Eeranna said:   9 years ago
It is name of a scientist Richard Edler von Mises.

Asaithambi said:   9 years ago
Rankine theory (or) maximum principal stress theory.

Prerak said:   9 years ago
Anyone knows the principle of Von Mises?

Keshav Raidas said:   8 years ago
Read Theory of failures : Distortion energy theorem.


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