Civil Engineering - Theory of Structures - Discussion
Discussion Forum : Theory of Structures - Section 3 (Q.No. 8)
8.
Maximum shear stress theory for the failure of a material at the elastic limit, is known
Discussion:
3 comments Page 1 of 1.
Yogender singh said:
4 years ago
Thanks @Jeet.
Krishna kunal said:
4 years ago
Thank you @Jeet.
JEET said:
5 years ago
Different Theories of Failure : These are five different theories of failures which are generally used.
(a) Maximum Principal stress theory (due to Rankine).
(b) Maximum shear stress theory (Guest - Tresca).
(c) Maximum Principal strain (Saint - Venant) Theory.
(d) Total strain energy per unit volume (Haigh) Theory.
(e) Shear strain energy per unit volume Theory (Von Mises & Hencky).
(a) Maximum Principal stress theory (due to Rankine).
(b) Maximum shear stress theory (Guest - Tresca).
(c) Maximum Principal strain (Saint - Venant) Theory.
(d) Total strain energy per unit volume (Haigh) Theory.
(e) Shear strain energy per unit volume Theory (Von Mises & Hencky).
(1)
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers