Download - Curbe Material Noduri

Transcript
Page 1: Curbe Material Noduri

S235-flange

Deformaţia Tensiunea true_1

ε

0 0

0.002 375 E=

0.056 410.1749271

0.11 435.3790087 375

0.164 452.27405250.218 462.52186590.272 467.78425660.326 469.72303210.38 470

S235-web

Deformaţia Tensiunea true_1

ε

0 0

0.002 418 E=

0.0374285714 457.6180758

0.0728571429 486.0058309 418

0.1082857143 505.03498540.1437142857 516.57725950.1791428571 522.50437320.2145714286 524.6880466

0.25 525

σ [N/mm2] σtrue = σnom(1+εnom)

εtrue = ln(1+εnom)

σtrue/εtrue

εpl = εtrue -εel= εtrue -(fy/E)

fy=

σ [N/mm2] σtrue = σnom(1+εnom)

εtrue = ln(1+εnom)

σtrue/εtrue

εpl = εtrue -εel= εtrue -(fy/E)

fy=

Page 2: Curbe Material Noduri

tσ tε tσ εpl

375.75 0.002 375.75 0

433.145 0.054488185284 433.145 0.0527

483.271 0.104360015324 483.271 0.10257

526.447 0.151862349309 526.447 0.15008

563.352 0.197210169288 563.352 0.19542595.022 0.240590464918 595.022 0.2388622.853 0.282166891764 622.853 0.28038

648.6 0.322083499169 648.6 0.3203

E= 210000

tσ tε tσ εpl

418.836 0.002 418.836 0

474.746 0.036745123937 474.746 0.03475

521.415 0.070325316721 521.415 0.06833

559.723 0.102814419962 559.723 0.10082

590.817 0.134281111515 590.817 0.13229616.107 0.164787782275 616.107 0.1628637.271 0.194391280881 637.271 0.1924656.25 0.223143551314 656.25 0.22115

E= 210000 0 0.05 0.1 0.15 0.2 0.25 0.30

50100150200250300350400450500550600650700

S235-web_tehnic

S235-web_true

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.40

50100150200250300350400450500550600650700

S235-flange_tehnicS235-flange_true

Page 3: Curbe Material Noduri

0 0.05 0.1 0.15 0.2 0.25 0.30

50100150200250300350400450500550600650700

S235-web_tehnic

S235-web_true

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.40

50100150200250300350400450500550600650700

S235-flange_tehnicS235-flange_true

Page 4: Curbe Material Noduri

S355-flange

Deformaţia Tensiunea true_1

ε

0 0

0.002 448 E=

0.0474285714286 489.4693877551

0.0928571428571 519.1836734694 448

0.1382857142857 539.1020408163

0.1837142857143 551.1836734694

0.2291428571429 557.387755102

0.2745714285714 559.6734693878

0.32 560

S355-web

Deformaţia Tensiunea true_1

ε

0 0

0.002 465 E=

0.0431428571 516.0962099

0.0842857143 552.7084548 465

0.1254285714 577.25072890.1665714286 592.13702620.2077142857 599.78134110.2488571429 602.5976676

0.29 603

σ [N/mm2] σtrue = σnom(1+εnom)

εtrue = ln(1+εnom)

σtrue/εtrue

εpl = εtrue -εel= εtrue -(fy/E)

fy=

σ [N/mm2] σtrue = σnom(1+εnom)

εtrue = ln(1+εnom)

σtrue/εtrue

εpl = εtrue -εel= εtrue -(fy/E)

fy=

Page 5: Curbe Material Noduri

tσ tε tσ εpl

448.896 0.002 448.896 0

512.684 0.046338180922 512.684 0.0442

567.394 0.088795498783 567.394 0.08666

613.652 0.129523371227 613.652 0.12739

652.444 0.1686571946 652.444 0.16652685.109 0.20631706235 685.109 0.20418713.344 0.242609987651 713.344 0.24048

739.2 0.277631736598 739.2 0.2755

E= 210000

tσ tε tσ εpl

465.93 0.002 465.93 0

538.362 0.042238134178 538.362 0.04002

599.294 0.080921442352 599.294 0.07871

649.654 0.118163915493 649.654 0.11595

690.77 0.154069043842 690.77 0.15185724.364 0.188729553089 724.364 0.18652752.558 0.222228847386 752.558 0.22001777.87 0.254642218374 777.87 0.25243

E= 210000 0 0.05 0.1 0.15 0.2 0.25 0.3 0.350

50100150200250300350400450500550600650700750800850

S355-web_tehnic

S355-web_true

0 0.05 0.1 0.15 0.2 0.25 0.3 0.350

50100150200250300350400450500550600650700750800

S355-flange_tehnic

S355-flange_true

Page 6: Curbe Material Noduri

0 0.05 0.1 0.15 0.2 0.25 0.3 0.350

50100150200250300350400450500550600650700750800850

S355-web_tehnic

S355-web_true

0 0.05 0.1 0.15 0.2 0.25 0.3 0.350

50100150200250300350400450500550600650700750800

S355-flange_tehnic

S355-flange_true

Page 7: Curbe Material Noduri

S690

Deformaţia Tensiunea true_1

ε tσ

0 0 832.662

0.002 831 E= 858.435

0.0202857142857 841.3673469388 881.535

0.0385714285714 848.7959183673 831 902.319

0.0568571428571 853.7755102041 921.1780.0751428571429 856.7959183673 938.5410.0934285714286 858.3469387755 954.8720.1117142857143 858.9183673469 970.67

0.13 859

E=

σ [N/mm2] σtrue = σnom(1+εnom)

εtrue = ln(1+εnom)

σtrue/εtrue

εpl = εtrue -εel= εtrue -(fy/E)

fy=

Page 8: Curbe Material Noduri

tε tσ εpl

0.002 832.662 0

0.02008270012 858.435 0.01613

0.03784614249 881.535 0.03389

0.05529954435 902.319 0.05134

0.07245354312 921.178 0.06850.08931823795 938.541 0.085360.10590322551 954.872 0.101950.12221763272 970.67 0.11826

210000 0 0.02 0.04 0.06 0.08 0.1 0.12 0.140

100

200

300

400

500

600

700

800

900

1000

S690-tehnicS690-true

Page 9: Curbe Material Noduri

0 0.02 0.04 0.06 0.08 0.1 0.12 0.140

100

200

300

400

500

600

700

800

900

1000

S690-tehnicS690-true

Page 10: Curbe Material Noduri

S355-pl.

Deformaţia Tensiunea true_1

ε tσ

0 0 339.678

0.002 339 E= 419.069

0.0474285714286 400.0932944606 485.085

0.0928571428571 443.8688046647 339 538.651

0.1382857142857 473.2128279883 581.2180.1837142857143 491.0116618076 614.7580.2291428571429 500.1516034985 641.7710.2745714285714 503.5189504373 665.28

0.32 504

E=

σ [N/mm2] σtrue = σnom(1+εnom)

εtrue = ln(1+εnom)

σtrue/εtrue

εpl = εtrue -εel= εtrue -(fy/E)

fy=

Page 11: Curbe Material Noduri

tε tσ εpl

0.002 339.678 0

0.04633818092 419.069 0.04472

0.08879549878 485.085 0.08718

0.12952337123 538.651 0.12791

0.1686571946 581.218 0.167040.20631706235 614.758 0.20470.24260998765 641.771 0.2410.2776317366 665.28 0.27602

210000 0 0.05 0.1 0.15 0.2 0.25 0.3 0.350

50100150200250300350400450500550600650700

S355_pl.-tehnicS355_pl.-true

Page 12: Curbe Material Noduri

0 0.05 0.1 0.15 0.2 0.25 0.3 0.350

50100150200250300350400450500550600650700

S355_pl.-tehnicS355_pl.-true

Page 13: Curbe Material Noduri

S235-pl.

Deformaţia Tensiunea true_1

ε tσ

0 0 266.532

0.002 266 E= 338.764

0.056 320.7988338192 399.671

0.11 360.0641399417 266 449.752

0.164 386.3848396501 490.0620.218 402.3498542274 522.2170.272 410.5481049563 548.3920.326 413.5685131195 571.320.38 414

E=

σ [N/mm2] σtrue = σnom(1+εnom)

εtrue = ln(1+εnom)

σtrue/εtrue

εpl = εtrue -εel= εtrue -(fy/E)

fy=

Page 14: Curbe Material Noduri

tε tσ εpl

0.002 266.532 0

0.05448818528 338.764 0.05322

0.10436001532 399.671 0.10309

0.15186234931 449.752 0.1506

0.19721016929 490.062 0.195940.24059046492 522.217 0.239320.28216689176 548.392 0.28090.32208349917 571.32 0.32082

210000 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.40

50100150200250300350400450500550600

S235_pl.-tehnicS235_pl.-true

Page 15: Curbe Material Noduri

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.40

50100150200250300350400450500550600

S235_pl.-tehnicS235_pl.-true

Page 16: Curbe Material Noduri

M22_10.9

Deformaţia Tensiunea true_1

ε tσ

0 0 867.077

0.002 865.3467451243 E= 870.439

0.004987541511 866.11905 1010.19

0.0148886124938 995.3704326531 865.346745 1119.44

0.0246926125904 1092.466665452 1202.190.0344014267173 1162.208560933 1262.870.0440168854168 1209.62153105 1306.340.053540766928 1239.955587172 1338

0.0629747991614 1258.685340087 1363.470.0723206615796 1271.51 1440.44

0.1 1309.492380433E=

σ [N/mm2] σtrue = σnom(1+εnom)

εtrue = ln(1+εnom)

σtrue/εtrue

εpl = εtrue -εel= εtrue -(fy/E)

fy=

Page 17: Curbe Material Noduri

tε tσ εpl

0.002 867.077 0

0.00497514493 870.439 0.00085

0.01477886509 1010.19 0.01066

0.02439267746 1119.44 0.02027

0.03382292774 1202.19 0.02970.0430756631 1262.87 0.03895

0.05215665017 1306.34 0.048040.0610713918 1338 0.05695

0.06982514253 1363.47 0.06570.0953101798 1440.44 0.09119

210000

0 0.02 0.04 0.06 0.08 0.1 0.120

100200300400500600700800900

1000110012001300140015001600

M22_10.9.-tehnic

M22_10.9-true

Page 18: Curbe Material Noduri

0 0.02 0.04 0.06 0.08 0.1 0.120

100200300400500600700800900

1000110012001300140015001600

M22_10.9.-tehnic

M22_10.9-true

Page 19: Curbe Material Noduri

sudura σ ε

N mm/mm0 0 0 0

0.2 690 690 0.0023 700 700 0.03

3.54 730 730 0.03545.2 760 760 0.05212 790 790 0.1216 360 360 0.16

ε [%]σ

[N/mm2]

0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.180

50

100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

Column F

sudura - true_1

sudura - true_2

Page 20: Curbe Material Noduri

true_1tσ tε tσ

691.38 0.001998 691.38

721 0.029559 721

E= 755.842 0.034788 755.842

799.52 0.050693 799.52

690 884.8 0.113329 884.8

E= 210000

true_2tσ tε tσ

691.38 0.001998 691.38

721 0.029559 721

E= 755.842 0.034788 755.842

799.52 0.050693 799.52

0 884.8 0.113329 884.8935 0.14842 935

E= 210000

σtrue = σnom(1+εnom)

εtrue = ln(1+εnom)

σtrue/εtrue

εpl = εtrue -εel= εtrue -(fy/E)

fy=

σtrue = σnom(1+εnom)

εtrue = ln(1+εnom)

σtrue/εtrue

εpl = εtrue -εel= εtrue -(fy/E)

fy=

0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.180

50

100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

Column F

sudura - true_1

sudura - true_2

Page 21: Curbe Material Noduri

εpl

0

0.02627

0.0315

0.04741

0.11004

εpl

0

0.02627

0.0315

0.04741

0.110040.14513