Eij
|
the GSED value of the i-th point under the j-th load |
εij
|
the strain value of this point |
Ej
|
the GSED and value of each point under the action of the j-th load |
E
max
|
the maximum GSED and value in the whole process |
Ej, norm
|
all measuring points reflect the stress state of the structure under each load step Fj
|
φ
s
|
stands for steel strand |
Df
|
Diameter of non-prestressed reinforcement |
fy
|
The measured yield strength of non-prestressed reinforcement |
fst
|
The measured value of ultimate strength of non-prestressed reinforcement |
Es
|
The elastic modulus of non-prestressed reinforcement |
Dn
|
Diameter of prestressed steel bar |
fpy
|
Tensile strength of prestressed steel bars |
Ep
|
Modulus of elasticity of prestressed steel bars |
fcu
|
Compressive strength of concrete cube test block |
ft
|
Axial tensile strength of concrete |
Ec
|
Elastic modulus of concrete |
ft,r
|
the representative value of uniaxial tensile strength of concrete |
αt
|
the parameter of the descending section of the stress-strain curve of concrete under uniaxial tension |
εt,r
|
the peak tensile strain of concrete corresponding to the representative value of uniaxial tensile strength |
dt
|
represents the damage evolution parameter of concrete under uniaxial tension |
fc,r
|
the representative value of uniaxial compressive strength of concrete |
αc
|
the parameter of the descending section of the stress-strain curve of concrete under uniaxial compression |
εc,r
|
the peak tensile strain of concrete corresponding to the representative value of uniaxial compressive strength |
dc
|
represents the damage evolution parameter of concrete under uniaxial compression |