The engineering and true strains for a bar which is doubled in length during tension test are
- A. e = 1.0 epsilon = 0.693
- B. e = 2 epsilon = 1
- C. e = 1/2 epsilon = 1/2
- D. None
Answer: A. e = 1.0 epsilon = 0.693
Explanation: e = (2L-L)/L = 1. epsilon = ln(2L/L) = ln(2) = 0.693.