Civil Engineering - Theory of Structures - Discussion
Discussion Forum : Theory of Structures - Section 1 (Q.No. 10)
10.
Total strain energy theory for the failure of a material at elastic limit, is known
Discussion:
11 comments Page 1 of 2.
Tamene malke said:
3 years ago
Very helpful, thanks.
Tamene malke said:
3 years ago
Thanks @Abhijit Mishra.
(1)
LOKESH DESHMUKH said:
4 years ago
Awesome explanation. Thanks @Achu.
(1)
Abhijit Mishra 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).
(7)
Taxal said:
5 years ago
Thank you @Achu.
Rohan Mukherjee said:
5 years ago
Very helpful, Thanks @Achu.
Engr.Shahzad said:
6 years ago
Thanks @Achu.
Vijay said:
6 years ago
Thank you @Achu.
Abhishek said:
7 years ago
Thanks for the answer @Achu.
Hardz said:
8 years ago
Thanks @Achu.
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