Download - Steel Design Ec3

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  • 3

    11 2006

    1

    Steel

    3.

    Steel 3 (

    EN 1993.01.01:2005) . 2000,

    2003 .

    Steel , -

    .

    .

    ,

    2003 .

    ,

    . ,

    FsdFRD

    Fsd FRD .

    .

    :

    1, 2 3.

    3.

    1 2.

    , -

    , -

    .

    2

    ,

    3.

    1

  • x x y y z z b h tw tf fy fu A Iy y yIz z zIT Iw Wpl Wpl,y y yWpl,z z zWel Wel,y y yWel,z z ziy iz E G Poisson

    M Mi NED My,ED y yMz,ED z zVy,ED y yVz,ED z zTED NRD My,RD y yMz,RD z zNt,RD Vpl,RD Vpl,T,RD TRD Ncr,y y yNcr,z z zNcr,T Ncr,TF

    2

  • 1:

    3

    . -

    1 , ,

    ,

    . , -

    ( , ,

    ) .

    3.1

    1 -

    :

    :

    . ,

    O-X -

    O-Y .

    ,

    . .

    .

    : ( 3, -

    . 0.50

    1.00. 0.67 1.00)

    : 1.00 :

    .

    3

  • , : 0.50

    , - : 0.85

    , : 1.00

    , : 1.00

    , - : 2.00

    -

    .

    .

    , x ,

    L/x.

    .

    :

    . Steel

    -

    ,

    , .

    . ,

    -

    -

    .

    .

    . -

    .

    -

    .

    .

    -

    3

    .

    , -

    . ,

    , -

    .

    .

    errordia.xxx xxx

    .

    .

    .

    .

    4

  • 2:

    3.2

    , 2.

    .

    -

    :

    By yMBy yBz zMBz zLy y (m)Lz z (m)C1 < 0

    , = 0 C1 6.6 , > 0 C1 .

    3.3

    , 3

    -

    (

    8)

    :

    . ,

    .

    5

  • 3:

    .

    .

    .

    .

    .

    .

    .

    .

    .

    . -

    , .

    . ,

    .

    ,

    ==>2 IPBl600

  • 3.4

    , -

    ( ) .

    . , -

    Steel.

    4

    Steel

    ( ).

    : Nt,ED Nb,ED Vy,ED Vz,ED My,ED Mz,ED Tt,ED. Steel .

    .

    , 2000 2003,

    -

    X(X1, X2, X3) Y (Y1, Y2, Y3).

    X1 = YKB + 0.1LyX2 = YKB 0.1LyX3 = YKBY1 = XKB + 0.1LxY2 = XKB 0.1LxY3 = XKB 9 :

    1 X1, Y1, Z2 X1, Y2, Z3 X1, Y3, Z4 X2, Y1, Z5 X2, Y2, Z6 X2, Y3, Z7 X3, Y1, Z8 X3, Y2, Z9 X3, Y3, Z 10 , : MY ,

    MY , MZ , MZ , N , M , QY , Qz

    , Qz , QY .

    , 10

    :

    1

    MY Max, MY , MZ , MZ , N , M

    , QY , Qz , Qz , QY

    2

    MY , MY Max, MZ , MZ , N , M

    , QY , Qz , Qz , QY

    7

  • ...

    10

    MY , MY , MZ , MZ , N , M ,

    QY , Qz , Qz , QY Max

    10 9

    90 .

    01-10 1 Max

    11-20 2 Max

    ...

    81-90 9 Max

    , 1,

    (1 9)

    .

    57 : 6 =(5+1)=X2, Y3, Z

    7 MY , MY , MZ , MZ , N

    , M , QY Max, Qz , Qz , QY

    5

    . Steel

    -

    1.

    2000 2003, Steel

    2000,

    .

    , ,

    1.01 + 1.02 + 11 2 ,

    2000 .

    . ,

    2000.

    3 10 ( ).

    6

    , ,

    1,2 3

    .

    , Steel

    Steel.

    8

  • Steel , , 4.

    4, Steel

    3.

    6.1

    : 1993.1.1:2005

    6.2.3Nt,RD =

    AfyM0

    (1)

    Steel . ,

    .

    6.2

    :

    Nc,RD = min{Npl,RD, Nb,RD} (2)

    1993.1.1:2005

    6.2.4Npl,RD =

    AfyM0

    (3)

    Nb,RD =AfyM1

    (4)

    =1

    +2 2

    1.0

    = 0.5[1 + ( 0.2) + 2]

    =

    AfyNcr

    =Lcri

    1

    1

    1 = pi

    E

    fy

    6.1 6.2 3. Lcr Steel .

    ,

    . 1993.1.1:2005

    6.3.1.4 -

    ( 4) -

    1,2 3 :

    =

    AfyNcr

    (5)

    9

  • Ncr = Ncr,TF

    Ncr Ncr,T

    :

    Ncr,T =1

    i2M(GIt +

    pi2EIwL2T

    ) (6)

    :

    i2M (Ncr,TF Ncr,z)(Ncr,TF Ncr,y)(Ncr,TF Ncr,T )N2cr,TF z

    2

    M (Ncr,TF Ncr,y)N2cr,TFy2M (Ncr,TF Ncr,z) = 0 (7)

    i2M = i2

    y + i2

    z + y2

    M

    .

    zM , yM .It, Iw .LT LT = L , LT = 0, 5L .

    0, 2 Npl,RD( 6.3.1.2(4) 3)

    6.3

    : 1993.1.1:2005

    6.2.6

    Vpl,RD =Av(fy/

    3)

    M0(8)

    Av : ( 6.2.6(3) 3) A 2btf + (tw + 2r)tf 6< hwtw 2btf (tw + 2r)tf U A 2btf + (tw + r)tf 0, 9(A btf )

    Ah/(b+ h) Ab/(b+ h) 2A/pi A

    Av = siA si yy zz Steel. sy = sz = 0.8.

    Vpl,RD Vpl,T,RD

    10

  • Vpl,T,RD =

    1 t,ED

    1.25(fy/3)/M0

    Vpl,RD (9)

    U

    Vpl,T,RD =

    [1 t,ED

    1.25(fy/3)/M0

    w,ED(fy/

    3)/M0

    ]Vpl,RD (10)

    Vpl,T,RD =

    [1 t,ED

    (fy/3)/M0

    ]Vpl,RD (11)

    6.4

    -

    :

    TRD =

    (1

    4

    i

    bit2

    i

    )(fy/

    3

    M0

    )(12)

    bi ti i. 1993.1.1:2005

    6.2.7

    6.5

    y y z z, .

    : 1993.1.1:2005

    6.2.5, 6.2.8 VED 0.5Vpl,RD 1 2

    Mc,RD =Mpl,RD =WplfyM0

    (13)

    3

    Mc,RD =Mel,RD =WelfyM0

    (14)

    VED > 0.5Vpl,RD

    1 2

    Mc,RD =Mpl,RD =Wpl(1 )fy

    M0(15)

    3

    Mc,RD =Mel,RD =Wel(1 )fy

    M0(16)

    11

  • :

    =

    (2VEDVpl,RD

    1)2

    =

    (2VEDVpl,T,RD

    1)2

    = 0 VED 0.5Vpl,T,RD

    6.6

    . -

    ,

    . Steel

    .

    : 1993.1.1:2005

    6.3.2.1Mb,RD = LTWy

    fyM1

    (17)

    :

    Wy =Wpl,y 1 2Wy =Wel,y 3LT - :

    LT =1

    LT +2LT 2LT

    1.0

    LT = 0.5[1 + LT (LT 0.2) + 2LT ]

    LT =

    WyfyMcr

    LT 6.3 6.4 3. Mcr () :

    Mcr =C1pi

    2EIzK2

    IwIz

    +K2pi2

    GITEIz

    C1 3.2 :

    C1 = 1.132 C1 = 1.0K2 = (KL)

    2 K = 1.0 L .

    12

  • 7

    7.1

    :NEDNt,RD

    1.0 (18)Nt,RD 1

    7.2

    :NEDNc,RD

    1.0 (19)Nc,RD 2

    7.3

    :

    VEDVpl,RD

    1.0 (20)

    Vpl,RD 8

    Vpl,T,RD 9 10 11

    VEDVpl,T,RD

    1.0 (21)

    Vpl,T,RD : (

    VEDVpl,RD

    )2+TEDTRD

    1.0 (22)TRD 12

    7.4

    :

    TEDTRD

    1.0 (23)

    TRD 12

    7.5

    (

    . 6.6 :

    MEDMb,RD

    1.0 (24)

    Mb,RD 17

    13

  • 7.6 ,

    :

    NEDNRD

    +My,EDMy,c,RD

    +Mz,EDMz,c,RD

    1.0 (25)

    NRD 1, 2My,c,RD,Mz,c,RD 13 14 - 15 16 .

    7.7 ,

    : 1993.1.1:2005

    6.3.3NEDyNRkM1

    + kyyMy,ED

    LTMy,RkM1

    + kyzMz,EDMz,RkM1

    1.0 (26)

    NEDzNRkM1

    + kzyMy,ED

    LTMy,RkM1

    + kzzMz,EDMz,RkM1

    1.0 (27)

    :

    y, z .LT .kyy, kyz, kzy, kzz . - .

    NRk Mi,Rk :

    1 2 3

    Ai Wy Wpl,y Wpl,y Wel,yWz Wpl,z Wpl,z Wel,z

    NRk = fyAi,Mi,Rk = fyWi

    8

    , -

    . , .

    . 18

    . 19

    Y , Z. 20

    Y , Z. 25

    . 23

    . 26 27

    . 24

    14

  • 4:

    . 25

    . 25

    . 25

    . 25 -

    9

    :

    Vpl,RD 6.3.

    Mc,RD 6.5.

    - .

    .

    .

    ,

    .

    , .

    10

    Steel : .

    4 .

    . -

    : ,

    15

  • 5:

    (),

    (.), (-), -

    (max),

    (By Bz Ly Lz), () -

    () ,

    () * .

    .

    m kN kNm. ,

    -

    menu Steel.

    Steel.

    16

  • 11

    1. EN 1993.01.01: 3: -

    - 1-1: .

    2. . : . . -

    2003

    3. ., ., .:

    . 2006

    4. ., ., .: . -

    3. . 1999,2000

    5. (): . -

    1-4. . .

    17


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