A Stochastic Nonlinear Constitutive Law for Concrete
1989 ◽
Vol 111
(4)
◽
pp. 443-449
◽
Keyword(s):
An incremental three-dimensional stress-strain relationship for concrete with induced anisotropy has been developed. The nonlinearity and path-dependency are modeled by expressing the elastic moduli at each increment as function of the octahedral and deviatoric strains, based on a uniaxial stochastic model developed earlier. Predictions of multiaxial response under proportional and nonproportional loading are in good agreement with experimental results.
Keyword(s):
2005 ◽
Vol 1905
(1)
◽
pp. 166-176
◽
2005 ◽
Vol 128
(2)
◽
pp. 359-369
◽
2011 ◽
Vol 264-265
◽
pp. 1444-1449
Keyword(s):
Keyword(s):
Keyword(s):
2011 ◽
Vol 368-373
◽
pp. 1547-1550
2010 ◽
Vol 154-155
◽
pp. 951-954