- #1
taylaron
Gold Member
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I'm inputing data into a SolidWorks material profile, but I'm having difficulty determining the value of the elastic modulus (psi) of steel reinforced concrete
i'm looking at the following source for material properties:
http://www.fhwa.dot.gov/pavement/pccp/pubs/05081/chapt3.cfm [for elastic modulus of concrete and steel rebar]
Here it gives young's modulus of concrete and the value for the rebar.
"Young's modulus of concrete at 28 d, Ec,28 (GPa (x 106 lbf/in2)) 33.10 (4.80)1 and 34.48 (5.0)2
Young's modulus of steel rebar (GPa (x 106 lbf/in2)) 200.00 (29.00)"
I'm confused because steel reinforced concrete combines both steel and concrete, which value or at what proportions do I use? Of course the whole point of adding steel is to make the concrete less elastic, so obviously I can't use concrete, but I obviously can't use just steel either. See my dilemma?
Also I don't understand how to obtain psi from "(GPa (x 106 lbf/in2)) 33.10 (4.80)1 and 34.48 (5.0)2" either.
Thanks for your help,
-Tay
i'm looking at the following source for material properties:
http://www.fhwa.dot.gov/pavement/pccp/pubs/05081/chapt3.cfm [for elastic modulus of concrete and steel rebar]
Here it gives young's modulus of concrete and the value for the rebar.
"Young's modulus of concrete at 28 d, Ec,28 (GPa (x 106 lbf/in2)) 33.10 (4.80)1 and 34.48 (5.0)2
Young's modulus of steel rebar (GPa (x 106 lbf/in2)) 200.00 (29.00)"
I'm confused because steel reinforced concrete combines both steel and concrete, which value or at what proportions do I use? Of course the whole point of adding steel is to make the concrete less elastic, so obviously I can't use concrete, but I obviously can't use just steel either. See my dilemma?
Also I don't understand how to obtain psi from "(GPa (x 106 lbf/in2)) 33.10 (4.80)1 and 34.48 (5.0)2" either.
Thanks for your help,
-Tay