Upload
others
View
2
Download
0
Embed Size (px)
Citation preview
•T ••−1 •δ• •δ• •
• •• •
asbbwdeffcfctftfykfE Egfhmx,my,mxy
nnE
ni
nN
nx, ny, nxy
ppFrssbfsbmax
tttx, ty, txyuvx, vyww
ε σ
∫VδεT · σ V =
∫Vδ T · V +
∫At
δ T · A
VA At
A δδε δ T , δεT
σ, ,
σ
σ ,δ
δε
δ Au A
δ = · δυ, δε = · δυ
δυT ·[∫
V
T · σ V
]= δυT ·
[∫V
T · V +
∫At
T · A
]
δυT , T , T δυ , δυ
=
=
∫V
T · σ V
=
∫V
T · V +
∫At
T · A
υ , n
σ = (ε) ε = ·υ nυ
σ = · ε
= · υ, =
∫V
T · · V
· υ = .
υ = −1 · .
σ ευ
= ( x y z )T
I
= ( r s t )T
e
= ( u v w )T
ϕ = ( ϕx ϕy ϕz )T
Ec
fc εc1εcu1
σε
σ =Ec ε
1 +(
EcEc1
− 2)
εεc1
+(
εεc1
)2 , 0 ≥ ε ≥ εcu1
Ec1 = −fc/εc1 fcσ = −fc ε = εc1
Et =∂σ
∂ε=
Ec
(1− ε2
ε2c1
)(1 +
(EcEc1
− 2)
εεc1
+ ε2
ε2c1
)2Et = Ec ε = 0 Et = 0 ε = εc1 ET < 0
ε < εc1, |ε| > |εc1|
σ =
{Ec ε, ε ≤ fct/Ec
0,
fctET = Ec ε ≤ fct/Ec
AA
B B
εc(x)x1 ≤ x ≤ x2 bw = x2 − x1
bw
w =
∫ x2
x1
εc(x) x
w = bw εc
εc εc(x) εc
εct fct εcrσc = 0 εc ≥ εcr εc = εct
gf =
∫ εcr
εct
σ(ε′) ε′
Es
fyk ftεu ft > fyk
εy =fykEs
, ET =ft − fykεu − εy
fy−fy
σ =
{Es (ε− εp) εp − fy
Es≤ ε ≤ εp +
fyEs
ε fy
fy εp
εp = ε
fy = ET |ε|}
ε ε > 0 |σ| = fy
τmax
τf
τbmax, τbfsbmax, sbf
s, τ < 0
(s′, τ ′)τ − s
(−s′,−τ ′)
u(x)
ε =1
Le[(Le − bw) εu + bw εc]
= (1− ξ) εu + ξ εc, ξ =
bwLe
Le εubw εc
Le
bw ξ0 < ξ ≤ 1
Le
bw ≤ Le
εu, εc
σ = fc(εc)
εc = f−1c (σ)
σ = fu(εu)
εu = f−1u (σ)
σ
ε = (1− ξ) f−1u (σ) + ξ f−1
c (σ) = d(σ)
d
σ = d−1(ε)
σ = fu(εu) = E εu
E
σ = fc(εc) =
⎧⎨⎩ fct
(1− εc − εct
εcr − εct
), εct < εc ≤ εcr
0, εcr < εc
εct = fct/E fct εcrGf = 1
2bwfct(εcr − εct) εcr = 2Gf/(bwfct)+ εctGf
fctE < ε ≤ εcr
εu, εc
εu =σ
E, εc = (εcr − εct)
(1− σ
fct
)+ εct
σ = fctξ εcr − ε
ξ εcr − εct, εct ≤ ε ≤ ξ εcr
ξ = 1 σ = fct (εcr− ε)/(εcr− εct)
ξ < 1 ξ → εct/εcr σ ξ
Gf = 0 ε > εct
σ = 0 εc > ξ εcr
ni = 0
L = 1.0 Ac = 0.1 × 0.11 � 16 As = 2.01
Us = 5.02
Le = 0.01 bw =0.01
Gf bw = Le
w = Le ε
bw = Le εcε
Ec /fct /
Es / 200 000fsy /
τbmax /sbmax
τbf /sbf
τmax ≈ 1.8 fct