| a, μ
|
Curve-fitting constants in Equation (2) |
|
φ, γ
|
Curve-fitting constants in Equation (3) |
|
ζ, Φ
|
Curve-fitting constants in Equation (7) |
|
k, q
|
Curve-fitting constants in Equation (8) |
|
λ, ξ
|
Curve-fitting constants in Equation (9) |
|
c
|
Cohesion of lightweight aggregate concrete |
|
σ1, σv
|
Axial stress |
|
σ2, σ3, σw
|
Confining Pressure |
|
σ
u
|
Peak stress |
|
σ
0
|
Uniaxial compressive strength of concrete |
|
σ
|
Stress |
|
|
Octahedral normal stress |
|
τ
|
Shear stress |
|
τ
u
|
Peak shear stress |
|
ε
|
Axial strain |
|
ε
u
|
Uniaxial compression strain |
| LAC |
Lightweight aggregate concrete |
| NAC |
Natural aggregate concrete |
| LAC20 |
Design strength of 20 MPa lightweight aggregate concrete |
| LAC30 |
Design strength of 30 MPa lightweight aggregate concrete |
| LAC40 |
Design strength of 40 MPa lightweight aggregate concrete |