![Section Properties:
b=400;% [mm]
h=400;% [mm]
%As: As1 As2 As3 As4 As5 As6
As=[2454.296 0 0 0 0 2454.296]; % NOTE: As1 & As2 = 5fi25
%d:d1 d2 d3 d4 d5 d6
d=[70.5 0 0 0 0 329.5]; % Distance of rebars - NOTE: d(1)=cover+stirrup
diameter+half longitudinal rebar
cover=50; % Concrete cover - NOTE: Cover must less than d(1)
Concrete Properties:
fc =30;% [N/mm^2] Unconfined concrete strength
ecu=0.004;% Ultimate concrete strain](https://image.slidesharecdn.com/v2hhjcletgkavybek7ku-signature-07ad22ba3a972d2892e18e39db934f7cbeb195be909dd3812aa4aebe3b474e5d-poli-191029064001/85/Moment-curvature-analysis-confined-concrete-section-in-matlab-2-320.jpg)
![Ec=5000*sqrt(fc);
ec0=(2*fc)/Ec;
fct=-0.7*sqrt(fc);% Concrete tension stress
ect1=(2*fct)/Ec;ect2=(2.625*fct)/Ec;ect3=(9.292*fct)/Ec;% Concrete tension
strain
Steel Reinforcing Properties:
fy =400;% [N/mm^2] Yield strength of reinforcing steel
Es =2e5;% [N/mm^2] Modulus of elasticity of steel
fu=1.5*fy;% Ultimate steel stress
ey=fy/Es;% Yeild steel strain
esh=0.01;% Strain at steel strain-hardening
esu=0.09;% Ultimate steel strain
Esh=(fu-fy)/(esu-esh);
Stirrup Reinforcing Properties:
fyh =300;% [MPa] Transverse Reinforcing Bar (stirrup) Yield Stress
Nx=2;% Total of transverse hoop legs in the X
Ny=2;% Total of transverse hoop legs in the Y
diastirrup=8;% [mm] Cross-sectional hoop diameter
wi=360000;% [mm^2] Define total summation of confined reinforcing steel in
power.2
s =150;% [mm] Tie Spacing Along Member
Analysis Report:
(+)Increment 1 : It is converged in 20 iterations ‐ strain: 0.000014 ‐ x: 176.87 ‐ Phi: 0.00008 ‐ Moment: 4.53
(+)Increment 2 : It is converged in 17 iterations ‐ strain: 0.000153 ‐ x: 177.02 ‐ Phi: 0.00087 ‐ Moment: 49.70
(+)Increment 3 : It is converged in 17 iterations ‐ strain: 0.000299 ‐ x: 168.30 ‐ Phi: 0.00178 ‐ Moment: 88.41
(+)Increment 4 : It is converged in 18 iterations ‐ strain: 0.000471 ‐ x: 146.54 ‐ Phi: 0.00321 ‐ Moment: 118.98
(+)Increment 5 : It is converged in 18 iterations ‐ strain: 0.000648 ‐ x: 136.30 ‐ Phi: 0.00475 ‐ Moment: 152.60
(+)Increment 6 : It is converged in 20 iterations ‐ strain: 0.000822 ‐ x: 131.73 ‐ Phi: 0.00624 ‐ Moment: 187.19
(+)Increment 7 : It is converged in 21 iterations ‐ strain: 0.000990 ‐ x: 130.28 ‐ Phi: 0.00760 ‐ Moment: 221.23
(+)Increment 8 : It is converged in 21 iterations ‐ strain: 0.001154 ‐ x: 130.04 ‐ Phi: 0.00887 ‐ Moment: 253.53
(+)Increment 9 : It is converged in 16 iterations ‐ strain: 0.001321 ‐ x: 129.32 ‐ Phi: 0.01021 ‐ Moment: 282.96
(+)Increment 10 : It is converged in 20 iterations ‐ strain: 0.001712 ‐ x: 106.71 ‐ Phi: 0.01605 ‐ Moment: 282.79
(+)Increment 11 : It is converged in 22 iterations ‐ strain: 0.002127 ‐ x: 95.22 ‐ Phi: 0.02234 ‐ Moment: 283.31
(+)Increment 12 : It is converged in 22 iterations ‐ strain: 0.002527 ‐ x: 89.16 ‐ Phi: 0.02835 ‐ Moment: 283.55
(+)Increment 13 : It is converged in 18 iterations ‐ strain: 0.002901 ‐ x: 85.78 ‐ Phi: 0.03382 ‐ Moment: 283.55
(+)Increment 14 : It is converged in 14 iterations ‐ strain: 0.003262 ‐ x: 83.55 ‐ Phi: 0.03905 ‐ Moment: 283.27
(+)Increment 15 : It is converged in 9 iterations ‐ strain: 0.003576 ‐ x: 82.55 ‐ Phi: 0.04332 ‐ Moment: 285.16
(+)Increment 16 : It is converged in 11 iterations ‐ strain: 0.003869 ‐ x: 82.01 ‐ Phi: 0.04718 ‐ Moment: 287.84
(+)Increment 17 : It is converged in 10 iterations ‐ strain: 0.004150 ‐ x: 81.69 ‐ Phi: 0.05081 ‐ Moment: 290.21
(+)Increment 18 : It is converged in 12 iterations ‐ strain: 0.004415 ‐ x: 81.61 ‐ Phi: 0.05409 ‐ Moment: 291.94
(+)Increment 19 : It is converged in 13 iterations ‐ strain: 0.004666 ‐ x: 81.69 ‐ Phi: 0.05711 ‐ Moment: 293.22
(+)Increment 20 : It is converged in 15 iterations ‐ strain: 0.004907 ‐ x: 81.87 ‐ Phi: 0.05993 ‐ Moment: 294.15
(+)Increment 21 : It is converged in 21 iterations ‐ strain: 0.005141 ‐ x: 82.10 ‐ Phi: 0.06261 ‐ Moment: 294.84
(+)Increment 22 : It is converged in 21 iterations ‐ strain: 0.005367 ‐ x: 82.39 ‐ Phi: 0.06514 ‐ Moment: 295.28
(+)Increment 23 : It is converged in 23 iterations ‐ strain: 0.005588 ‐ x: 82.71 ‐ Phi: 0.06757 ‐ Moment: 295.56
(+)Increment 24 : It is converged in 22 iterations ‐ strain: 0.005806 ‐ x: 83.04 ‐ Phi: 0.06992 ‐ Moment: 295.73
(+)Increment 25 : It is converged in 24 iterations ‐ strain: 0.006017 ‐ x: 83.41 ‐ Phi: 0.07214 ‐ Moment: 295.73
(+)Increment 26 : It is converged in 20 iterations ‐ strain: 0.006231 ‐ x: 83.73 ‐ Phi: 0.07441 ‐ Moment: 295.83
(+)Increment 27 : It is converged in 21 iterations ‐ strain: 0.006444 ‐ x: 84.04 ‐ Phi: 0.07668 ‐ Moment: 296.00
(+)Increment 28 : It is converged in 17 iterations ‐ strain: 0.006665 ‐ x: 84.26 ‐ Phi: 0.07911 ‐ Moment: 296.48
(+)Increment 29 : It is converged in 16 iterations ‐ strain: 0.006886 ‐ x: 84.47 ‐ Phi: 0.08152 ‐ Moment: 296.98
(+)Increment 30 : It is converged in 15 iterations ‐ strain: 0.007111 ‐ x: 84.63 ‐ Phi: 0.08403 ‐ Moment: 297.67
(+)Increment 31 : It is converged in 14 iterations ‐ strain: 0.007341 ‐ x: 84.75 ‐ Phi: 0.08662 ‐ Moment: 298.50
(+)Increment 32 : It is converged in 14 iterations ‐ strain: 0.007570 ‐ x: 84.87 ‐ Phi: 0.08920 ‐ Moment: 299.35
(+)Increment 33 : It is converged in 11 iterations ‐ strain: 0.007807 ‐ x: 84.92 ‐ Phi: 0.09193 ‐ Moment: 300.43
(+)Increment 34 : It is converged in 12 iterations ‐ strain: 0.008042 ‐ x: 84.97 ‐ Phi: 0.09465 ‐ Moment: 301.49
(+)Increment 35 : It is converged in 9 iterations ‐ strain: 0.008283 ‐ x: 84.99 ‐ Phi: 0.09746 ‐ Moment: 302.71
(+)Increment 36 : It is converged in 8 iterations ‐ strain: 0.008526 ‐ x: 84.99 ‐ Phi: 0.10031 ‐ Moment: 303.97
(+)Increment 37 : It is converged in 8 iterations ‐ strain: 0.008772 ‐ x: 84.97 ‐ Phi: 0.10324 ‐ Moment: 305.33
(+)Increment 38 : It is converged in 8 iterations ‐ strain: 0.009019 ‐ x: 84.94 ‐ Phi: 0.10618 ‐ Moment: 306.72
(+)Increment 39 : It is converged in 7 iterations ‐ strain: 0.009266 ‐ x: 84.92 ‐ Phi: 0.10911 ‐ Moment: 308.09](https://image.slidesharecdn.com/v2hhjcletgkavybek7ku-signature-07ad22ba3a972d2892e18e39db934f7cbeb195be909dd3812aa4aebe3b474e5d-poli-191029064001/85/Moment-curvature-analysis-confined-concrete-section-in-matlab-3-320.jpg)
Moment curvature analysis confined concrete section in matlab
- 2. Section Properties: b=400;% [mm] h=400;% [mm] %As: As1 As2 As3 As4 As5 As6 As=[2454.296 0 0 0 0 2454.296]; % NOTE: As1 & As2 = 5fi25 %d:d1 d2 d3 d4 d5 d6 d=[70.5 0 0 0 0 329.5]; % Distance of rebars - NOTE: d(1)=cover+stirrup diameter+half longitudinal rebar cover=50; % Concrete cover - NOTE: Cover must less than d(1) Concrete Properties: fc =30;% [N/mm^2] Unconfined concrete strength ecu=0.004;% Ultimate concrete strain
- 3. Ec=5000*sqrt(fc); ec0=(2*fc)/Ec; fct=-0.7*sqrt(fc);% Concrete tension stress ect1=(2*fct)/Ec;ect2=(2.625*fct)/Ec;ect3=(9.292*fct)/Ec;% Concrete tension strain Steel Reinforcing Properties: fy =400;% [N/mm^2] Yield strength of reinforcing steel Es =2e5;% [N/mm^2] Modulus of elasticity of steel fu=1.5*fy;% Ultimate steel stress ey=fy/Es;% Yeild steel strain esh=0.01;% Strain at steel strain-hardening esu=0.09;% Ultimate steel strain Esh=(fu-fy)/(esu-esh); Stirrup Reinforcing Properties: fyh =300;% [MPa] Transverse Reinforcing Bar (stirrup) Yield Stress Nx=2;% Total of transverse hoop legs in the X Ny=2;% Total of transverse hoop legs in the Y diastirrup=8;% [mm] Cross-sectional hoop diameter wi=360000;% [mm^2] Define total summation of confined reinforcing steel in power.2 s =150;% [mm] Tie Spacing Along Member Analysis Report: (+)Increment 1 : It is converged in 20 iterations ‐ strain: 0.000014 ‐ x: 176.87 ‐ Phi: 0.00008 ‐ Moment: 4.53 (+)Increment 2 : It is converged in 17 iterations ‐ strain: 0.000153 ‐ x: 177.02 ‐ Phi: 0.00087 ‐ Moment: 49.70 (+)Increment 3 : It is converged in 17 iterations ‐ strain: 0.000299 ‐ x: 168.30 ‐ Phi: 0.00178 ‐ Moment: 88.41 (+)Increment 4 : It is converged in 18 iterations ‐ strain: 0.000471 ‐ x: 146.54 ‐ Phi: 0.00321 ‐ Moment: 118.98 (+)Increment 5 : It is converged in 18 iterations ‐ strain: 0.000648 ‐ x: 136.30 ‐ Phi: 0.00475 ‐ Moment: 152.60 (+)Increment 6 : It is converged in 20 iterations ‐ strain: 0.000822 ‐ x: 131.73 ‐ Phi: 0.00624 ‐ Moment: 187.19 (+)Increment 7 : It is converged in 21 iterations ‐ strain: 0.000990 ‐ x: 130.28 ‐ Phi: 0.00760 ‐ Moment: 221.23 (+)Increment 8 : It is converged in 21 iterations ‐ strain: 0.001154 ‐ x: 130.04 ‐ Phi: 0.00887 ‐ Moment: 253.53 (+)Increment 9 : It is converged in 16 iterations ‐ strain: 0.001321 ‐ x: 129.32 ‐ Phi: 0.01021 ‐ Moment: 282.96 (+)Increment 10 : It is converged in 20 iterations ‐ strain: 0.001712 ‐ x: 106.71 ‐ Phi: 0.01605 ‐ Moment: 282.79 (+)Increment 11 : It is converged in 22 iterations ‐ strain: 0.002127 ‐ x: 95.22 ‐ Phi: 0.02234 ‐ Moment: 283.31 (+)Increment 12 : It is converged in 22 iterations ‐ strain: 0.002527 ‐ x: 89.16 ‐ Phi: 0.02835 ‐ Moment: 283.55 (+)Increment 13 : It is converged in 18 iterations ‐ strain: 0.002901 ‐ x: 85.78 ‐ Phi: 0.03382 ‐ Moment: 283.55 (+)Increment 14 : It is converged in 14 iterations ‐ strain: 0.003262 ‐ x: 83.55 ‐ Phi: 0.03905 ‐ Moment: 283.27 (+)Increment 15 : It is converged in 9 iterations ‐ strain: 0.003576 ‐ x: 82.55 ‐ Phi: 0.04332 ‐ Moment: 285.16 (+)Increment 16 : It is converged in 11 iterations ‐ strain: 0.003869 ‐ x: 82.01 ‐ Phi: 0.04718 ‐ Moment: 287.84 (+)Increment 17 : It is converged in 10 iterations ‐ strain: 0.004150 ‐ x: 81.69 ‐ Phi: 0.05081 ‐ Moment: 290.21 (+)Increment 18 : It is converged in 12 iterations ‐ strain: 0.004415 ‐ x: 81.61 ‐ Phi: 0.05409 ‐ Moment: 291.94 (+)Increment 19 : It is converged in 13 iterations ‐ strain: 0.004666 ‐ x: 81.69 ‐ Phi: 0.05711 ‐ Moment: 293.22 (+)Increment 20 : It is converged in 15 iterations ‐ strain: 0.004907 ‐ x: 81.87 ‐ Phi: 0.05993 ‐ Moment: 294.15 (+)Increment 21 : It is converged in 21 iterations ‐ strain: 0.005141 ‐ x: 82.10 ‐ Phi: 0.06261 ‐ Moment: 294.84 (+)Increment 22 : It is converged in 21 iterations ‐ strain: 0.005367 ‐ x: 82.39 ‐ Phi: 0.06514 ‐ Moment: 295.28 (+)Increment 23 : It is converged in 23 iterations ‐ strain: 0.005588 ‐ x: 82.71 ‐ Phi: 0.06757 ‐ Moment: 295.56 (+)Increment 24 : It is converged in 22 iterations ‐ strain: 0.005806 ‐ x: 83.04 ‐ Phi: 0.06992 ‐ Moment: 295.73 (+)Increment 25 : It is converged in 24 iterations ‐ strain: 0.006017 ‐ x: 83.41 ‐ Phi: 0.07214 ‐ Moment: 295.73 (+)Increment 26 : It is converged in 20 iterations ‐ strain: 0.006231 ‐ x: 83.73 ‐ Phi: 0.07441 ‐ Moment: 295.83 (+)Increment 27 : It is converged in 21 iterations ‐ strain: 0.006444 ‐ x: 84.04 ‐ Phi: 0.07668 ‐ Moment: 296.00 (+)Increment 28 : It is converged in 17 iterations ‐ strain: 0.006665 ‐ x: 84.26 ‐ Phi: 0.07911 ‐ Moment: 296.48 (+)Increment 29 : It is converged in 16 iterations ‐ strain: 0.006886 ‐ x: 84.47 ‐ Phi: 0.08152 ‐ Moment: 296.98 (+)Increment 30 : It is converged in 15 iterations ‐ strain: 0.007111 ‐ x: 84.63 ‐ Phi: 0.08403 ‐ Moment: 297.67 (+)Increment 31 : It is converged in 14 iterations ‐ strain: 0.007341 ‐ x: 84.75 ‐ Phi: 0.08662 ‐ Moment: 298.50 (+)Increment 32 : It is converged in 14 iterations ‐ strain: 0.007570 ‐ x: 84.87 ‐ Phi: 0.08920 ‐ Moment: 299.35 (+)Increment 33 : It is converged in 11 iterations ‐ strain: 0.007807 ‐ x: 84.92 ‐ Phi: 0.09193 ‐ Moment: 300.43 (+)Increment 34 : It is converged in 12 iterations ‐ strain: 0.008042 ‐ x: 84.97 ‐ Phi: 0.09465 ‐ Moment: 301.49 (+)Increment 35 : It is converged in 9 iterations ‐ strain: 0.008283 ‐ x: 84.99 ‐ Phi: 0.09746 ‐ Moment: 302.71 (+)Increment 36 : It is converged in 8 iterations ‐ strain: 0.008526 ‐ x: 84.99 ‐ Phi: 0.10031 ‐ Moment: 303.97 (+)Increment 37 : It is converged in 8 iterations ‐ strain: 0.008772 ‐ x: 84.97 ‐ Phi: 0.10324 ‐ Moment: 305.33 (+)Increment 38 : It is converged in 8 iterations ‐ strain: 0.009019 ‐ x: 84.94 ‐ Phi: 0.10618 ‐ Moment: 306.72 (+)Increment 39 : It is converged in 7 iterations ‐ strain: 0.009266 ‐ x: 84.92 ‐ Phi: 0.10911 ‐ Moment: 308.09
- 4. (+)Increment 40 : It is converged in 8 iterations ‐ strain: 0.009522 ‐ x: 84.84 ‐ Phi: 0.11223 ‐ Moment: 309.68 (+)Increment 41 : It is converged in 8 iterations ‐ strain: 0.009778 ‐ x: 84.76 ‐ Phi: 0.11536 ‐ Moment: 311.26 (+)Increment 42 : It is converged in 10 iterations ‐ strain: 0.010034 ‐ x: 84.69 ‐ Phi: 0.11847 ‐ Moment: 312.79 (+)Increment 43 : It is converged in 10 iterations ‐ strain: 0.010298 ‐ x: 84.57 ‐ Phi: 0.12177 ‐ Moment: 314.54 (+)Increment 44 : It is converged in 10 iterations ‐ strain: 0.010563 ‐ x: 84.46 ‐ Phi: 0.12507 ‐ Moment: 316.25 (+)Increment 45 : It is converged in 11 iterations ‐ strain: 0.010828 ‐ x: 84.35 ‐ Phi: 0.12837 ‐ Moment: 317.94 (+)Increment 46 : It is converged in 12 iterations ‐ strain: 0.011099 ‐ x: 84.22 ‐ Phi: 0.13179 ‐ Moment: 319.74 (+)Increment 47 : It is converged in 12 iterations ‐ strain: 0.011372 ‐ x: 84.09 ‐ Phi: 0.13525 ‐ Moment: 321.56 (+)Increment 48 : It is converged in 13 iterations ‐ strain: 0.011646 ‐ x: 83.95 ‐ Phi: 0.13872 ‐ Moment: 323.36 (+)Increment 49 : It is converged in 13 iterations ‐ strain: 0.011924 ‐ x: 83.80 ‐ Phi: 0.14229 ‐ Moment: 325.17 (+)Increment 50 : It is converged in 14 iterations ‐ strain: 0.012209 ‐ x: 83.63 ‐ Phi: 0.14598 ‐ Moment: 327.06 (+)Increment 51 : It is converged in 14 iterations ‐ strain: 0.012496 ‐ x: 83.46 ‐ Phi: 0.14972 ‐ Moment: 328.98 (+)Increment 52 : It is converged in 14 iterations ‐ strain: 0.012781 ‐ x: 83.31 ‐ Phi: 0.15343 ‐ Moment: 330.85 (+)Increment 53 : It is converged in 15 iterations ‐ strain: 0.013067 ‐ x: 83.16 ‐ Phi: 0.15714 ‐ Moment: 332.69 (+)Increment 54 : It is converged in 94 iterations ‐ strain: 0.013280 ‐ x: 83.31 ‐ Phi: 0.15939 ‐ Moment: 333.68 (+)Increment 55 : It is converged in 38 iterations ‐ strain: 0.013435 ‐ x: 83.71 ‐ Phi: 0.16049 ‐ Moment: 334.04 (+)Increment 56 : It is converged in 44 iterations ‐ strain: 0.013568 ‐ x: 84.19 ‐ Phi: 0.16117 ‐ Moment: 334.23 (+)Increment 57 : It is converged in 22 iterations ‐ strain: 0.013737 ‐ x: 84.52 ‐ Phi: 0.16253 ‐ Moment: 334.75 (+)Increment 58 : It is converged in 19 iterations ‐ strain: 0.013910 ‐ x: 84.82 ‐ Phi: 0.16400 ‐ Moment: 335.32 (+)Increment 59 : It is converged in 17 iterations ‐ strain: 0.014081 ‐ x: 85.12 ‐ Phi: 0.16542 ‐ Moment: 335.86 (+)Increment 60 : It is converged in 15 iterations ‐ strain: 0.014250 ‐ x: 85.43 ‐ Phi: 0.16679 ‐ Moment: 336.37 (+)Increment 61 : It is converged in 12 iterations ‐ strain: 0.014417 ‐ x: 85.75 ‐ Phi: 0.16813 ‐ Moment: 336.85 (+)Increment 62 : It is converged in 53 iterations ‐ strain: 0.014585 ‐ x: 86.05 ‐ Phi: 0.16950 ‐ Moment: 337.36 (+)Increment 63 : It is converged in 49 iterations ‐ strain: 0.014761 ‐ x: 86.31 ‐ Phi: 0.17102 ‐ Moment: 337.93 (+)Increment 64 : It is converged in 45 iterations ‐ strain: 0.014935 ‐ x: 86.58 ‐ Phi: 0.17249 ‐ Moment: 338.48 (+)Increment 65 : It is converged in 39 iterations ‐ strain: 0.015106 ‐ x: 86.86 ‐ Phi: 0.17391 ‐ Moment: 338.99 (+)Increment 66 : It is converged in 34 iterations ‐ strain: 0.015274 ‐ x: 87.14 ‐ Phi: 0.17529 ‐ Moment: 339.48 (+)Increment 67 : It is converged in 29 iterations ‐ strain: 0.015441 ‐ x: 87.43 ‐ Phi: 0.17661 ‐ Moment: 339.93 (+)Increment 68 : It is converged in 26 iterations ‐ strain: 0.015604 ‐ x: 87.72 ‐ Phi: 0.17788 ‐ Moment: 340.36 (+)Increment 69 : It is converged in 28 iterations ‐ strain: 0.015766 ‐ x: 88.02 ‐ Phi: 0.17912 ‐ Moment: 340.79 (+)Increment 70 : It is converged in 18 iterations ‐ strain: 0.015897 ‐ x: 88.45 ‐ Phi: 0.17974 ‐ Moment: 340.92 (+)Increment 71 : It is converged in 16 iterations ‐ strain: 0.016068 ‐ x: 88.69 ‐ Phi: 0.18116 ‐ Moment: 341.42 (+)Increment 72 : It is converged in 13 iterations ‐ strain: 0.016238 ‐ x: 88.95 ‐ Phi: 0.18255 ‐ Moment: 341.89 (+)Increment 73 : It is converged in 12 iterations ‐ strain: 0.016405 ‐ x: 89.21 ‐ Phi: 0.18390 ‐ Moment: 342.34 (+)Increment 74 : It is converged in 10 iterations ‐ strain: 0.016570 ‐ x: 89.47 ‐ Phi: 0.18521 ‐ Moment: 342.76 (+)Increment 75 : It is converged in 6 iterations ‐ strain: 0.016734 ‐ x: 89.74 ‐ Phi: 0.18647 ‐ Moment: 343.17 (+)Increment 76 : It is converged in 31 iterations ‐ strain: 0.016896 ‐ x: 90.01 ‐ Phi: 0.18771 ‐ Moment: 343.55 (+)Increment 77 : It is converged in 32 iterations ‐ strain: 0.017071 ‐ x: 90.22 ‐ Phi: 0.18923 ‐ Moment: 344.07 (+)Increment 78 : It is converged in 29 iterations ‐ strain: 0.017246 ‐ x: 90.43 ‐ Phi: 0.19071 ‐ Moment: 344.57 (+)Increment 79 : It is converged in 26 iterations ‐ strain: 0.017418 ‐ x: 90.64 ‐ Phi: 0.19217 ‐ Moment: 345.05 (+)Increment 80 : It is converged in 27 iterations ‐ strain: 0.017588 ‐ x: 90.86 ‐ Phi: 0.19357 ‐ Moment: 345.50 (+)Increment 81 : It is converged in 24 iterations ‐ strain: 0.017755 ‐ x: 91.10 ‐ Phi: 0.19490 ‐ Moment: 345.91 (+)Increment 82 : It is converged in 21 iterations ‐ strain: 0.017920 ‐ x: 91.34 ‐ Phi: 0.19619 ‐ Moment: 346.30 (+)Increment 83 : It is converged in 19 iterations ‐ strain: 0.018081 ‐ x: 91.59 ‐ Phi: 0.19741 ‐ Moment: 346.66 (+)Increment 84 : It is converged in 16 iterations ‐ strain: 0.018239 ‐ x: 91.85 ‐ Phi: 0.19858 ‐ Moment: 346.99 (+)Increment 85 : It is converged in 13 iterations ‐ strain: 0.018396 ‐ x: 92.11 ‐ Phi: 0.19971 ‐ Moment: 347.31 (+)Increment 86 : It is converged in 10 iterations ‐ strain: 0.018526 ‐ x: 92.48 ‐ Phi: 0.20031 ‐ Moment: 347.41 (+)Increment 87 : It is converged in 8 iterations ‐ strain: 0.018680 ‐ x: 92.75 ‐ Phi: 0.20140 ‐ Moment: 347.72 (+)Increment 88 : It is converged in 9 iterations ‐ strain: 0.018848 ‐ x: 92.96 ‐ Phi: 0.20276 ‐ Moment: 348.12 (+)Increment 89 : It is converged in 11 iterations ‐ strain: 0.019015 ‐ x: 93.17 ‐ Phi: 0.20409 ‐ Moment: 348.52 (+)Increment 90 : It is converged in 13 iterations ‐ strain: 0.019179 ‐ x: 93.38 ‐ Phi: 0.20539 ‐ Moment: 348.89 (+)Increment 91 : It is converged in 13 iterations ‐ strain: 0.019340 ‐ x: 93.61 ‐ Phi: 0.20660 ‐ Moment: 349.23 (+)Increment 92 : It is converged in 14 iterations ‐ strain: 0.019498 ‐ x: 93.85 ‐ Phi: 0.20776 ‐ Moment: 349.53 (+)Increment 93 : It is converged in 26 iterations ‐ strain: 0.019659 ‐ x: 94.07 ‐ Phi: 0.20897 ‐ Moment: 349.86 +====================+ = Confined curve fitted = Curvature Moment (1/m) (kN.m) ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ 0 0 0.0074 271.5604 0.2090 348.0046 +=====================+ +==========================+ = Confined =
- 5. Curvature Moment (1/m) (kN.m) ---------------------------- 0.00000 0.000 0.00008 4.532 0.00087 49.722 0.00178 88.753 0.00321 118.426 0.00475 151.645 0.00624 185.772 0.00760 219.536 0.00887 251.608 0.01021 280.841 0.01605 281.522 0.02234 282.475 0.02835 282.948 0.03382 283.062 0.03905 282.863 0.04332 284.776 0.04718 287.457 0.05081 289.823 0.05409 291.544 0.05711 292.794 0.05993 293.700 0.06261 294.354 0.06514 294.755 0.06757 294.996 0.06992 295.125 0.07214 295.074 0.07441 295.132 0.07668 295.261 0.07911 295.709 0.08152 296.177 0.08403 296.829 0.08662 297.638 0.08920 298.460 0.09193 299.524 0.09465 300.563 0.09746 301.764 0.10031 303.012 0.10324 304.361 0.10618 305.742 0.10911 307.100 0.11223 308.686 0.11536 310.257 0.11847 311.792 0.12177 313.534 0.12507 315.249 0.12837 316.938 0.13179 318.738 0.13525 320.568 0.13872 322.372 0.14229 324.184 0.14598 326.081 0.14972 328.011 0.15343 329.892 0.15714 331.742 0.15939 332.714 0.16049 333.032 0.16117 333.170 0.16253 333.659 0.16400 334.195 0.16542 334.702 0.16679 335.179 0.16813 335.636 0.16950 336.114 0.17102 336.662 0.17249 337.180 0.17391 337.667 0.17529 338.127 0.17661 338.560
- 6. 0.17788 338.963 0.17912 339.359 0.17974 339.462 0.18116 339.935 0.18255 340.385 0.18390 340.813 0.18521 341.217 0.18647 341.598 0.18771 341.965 0.18923 342.465 0.19071 342.949 0.19217 343.415 0.19357 343.847 0.19490 344.243 0.19619 344.619 0.19741 344.960 0.19858 345.275 0.19971 345.573 0.20031 345.654 0.20140 345.940 0.20276 346.336 0.20409 346.716 0.20539 347.078 0.20660 347.400 0.20776 347.693 0.20897 348.005 +==========================+ = Confined curve fitted = Curvature Moment (1/m) (kN.m) ---------------------------- 0.00000 0.000 0.00736 271.560 0.20897 348.005 +==========================+ +==============================================================================+ Increment Top strain Neuteral axis(x) Curvature Flextural Rigidity(EI) ================================================================================ (i) (1) (mm) (1/m) (kN.m^2) -------------------------------------------------------------------------------- 1 0.00001 176.87 0.000079 57491.85 2 0.00011 177.02 0.000866 57406.72 3 0.00021 168.30 0.001775 42929.26 4 0.00031 146.54 0.003211 20663.62 5 0.00041 136.30 0.004751 21579.26 6 0.00051 131.73 0.006240 22908.98 7 0.00061 130.28 0.007598 24861.01 8 0.00071 130.04 0.008871 25203.32 9 0.00081 129.32 0.010212 21794.83 10 0.00091 106.71 0.016046 116.78 11 0.00101 95.22 0.022335 151.57 12 0.00111 89.16 0.028348 78.67 13 0.00121 85.78 0.033818 20.86 14 0.00131 83.55 0.039046 38.18 15 0.00141 82.55 0.043319 447.89 16 0.00151 82.01 0.047179 694.36 17 0.00161 81.69 0.050805 652.47 18 0.00171 81.61 0.054092 523.58 19 0.00181 81.69 0.057111 414.16 20 0.00191 81.87 0.059934 320.86 21 0.00201 82.10 0.062611 244.39 22 0.00211 82.39 0.065141 158.36 23 0.00221 82.71 0.067568 99.22 24 0.00231 83.04 0.069917 55.01 25 0.00241 83.41 0.072145 22.75 26 0.00251 83.73 0.074414 25.41 27 0.00261 84.04 0.076682 56.86 28 0.00271 84.26 0.079108 184.78 29 0.00281 84.47 0.081521 193.96 30 0.00291 84.63 0.084028 260.12
- 7. 31 0.00301 84.75 0.086617 312.48 32 0.00311 84.87 0.089199 318.14 33 0.00321 84.92 0.091934 389.30 34 0.00331 84.97 0.094645 383.09 35 0.00341 84.99 0.097459 426.99 36 0.00351 84.99 0.100312 437.32 37 0.00361 84.97 0.103236 461.36 38 0.00371 84.94 0.106177 469.66 39 0.00381 84.92 0.109115 461.98 40 0.00391 84.84 0.112235 508.38 41 0.00401 84.76 0.115361 502.65 42 0.00411 84.69 0.118474 493.10 43 0.00421 84.57 0.121770 528.47 44 0.00431 84.46 0.125067 520.21 45 0.00441 84.35 0.128367 511.98 46 0.00451 84.22 0.131785 526.50 47 0.00461 84.09 0.135247 528.62 48 0.00471 83.95 0.138721 519.25 49 0.00481 83.80 0.142289 507.72 50 0.00491 83.63 0.145979 514.01 51 0.00501 83.46 0.149725 515.45 52 0.00511 83.31 0.153428 507.81 53 0.00521 83.16 0.157139 498.53 54 0.00531 83.31 0.159395 430.96 55 0.00541 83.71 0.160493 289.73 56 0.00551 84.19 0.161169 203.65 57 0.00561 84.52 0.162534 358.43 58 0.00571 84.82 0.164000 365.42 59 0.00581 85.12 0.165420 356.84 60 0.00591 85.43 0.166794 347.81 61 0.00601 85.75 0.168132 341.10 62 0.00611 86.05 0.169503 348.76 63 0.00621 86.31 0.171024 360.29 64 0.00631 86.58 0.172494 352.14 65 0.00641 86.86 0.173912 343.63 66 0.00651 87.14 0.175285 335.36 67 0.00661 87.43 0.176610 326.41 68 0.00671 87.72 0.177883 316.62 69 0.00681 88.02 0.179116 321.75 70 0.00691 88.45 0.179737 164.72 71 0.00701 88.69 0.181162 331.71 72 0.00711 88.95 0.182550 324.58 73 0.00721 89.21 0.183900 317.11 74 0.00731 89.47 0.185208 309.23 75 0.00741 89.74 0.186474 300.87 76 0.00751 90.01 0.187713 295.54 77 0.00761 90.22 0.189226 330.92 78 0.00771 90.43 0.190712 325.53 79 0.00781 90.64 0.192170 319.97 80 0.00791 90.86 0.193566 309.06 81 0.00801 91.10 0.194898 297.58 82 0.00811 91.34 0.196191 290.29 83 0.00821 91.59 0.197414 279.37 84 0.00831 91.85 0.198581 269.29 85 0.00841 92.11 0.199713 263.23 86 0.00851 92.48 0.200311 135.31 87 0.00861 92.75 0.201403 262.67 88 0.00871 92.96 0.202762 291.41 89 0.00881 93.17 0.204090 285.61 90 0.00891 93.38 0.205387 279.58 91 0.00901 93.61 0.206603 264.60 92 0.00911 93.85 0.207762 253.24 93 0.00921 94.07 0.208970 257.45 ================================================================================ +‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐+ Confined Section Ductility Rito is: 28.38 +‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐+