Elongation / Strain difference between Different Reo Grades
Elongation / Strain difference between Different Reo Grades
(OP)
G'day!
Im chasing some properties for G250 and G500 reinforcing bars.
Query:
1.) Is there a difference in the strain for G250 (fy=250MPa) and G500 (Fy = 500MPa)? If so what are the values?
2.) How about the coefficient of thermal expansion?
Hoping anyone can assist or point me to the right book or website.
Cheers!
Im chasing some properties for G250 and G500 reinforcing bars.
Query:
1.) Is there a difference in the strain for G250 (fy=250MPa) and G500 (Fy = 500MPa)? If so what are the values?
2.) How about the coefficient of thermal expansion?
Hoping anyone can assist or point me to the right book or website.
Cheers!






RE: Elongation / Strain difference between Different Reo Grades
The coefficient of linear expansion will also in my opinion be of a similar value
RE: Elongation / Strain difference between Different Reo Grades
Any basic concrete textbook should give you this.