Fem divisioner SSAB Special Steels SSAB Europe Global steel and service partner in value added Advanced High Strength Steels (AHSS) and Quenched & Tempered steels (Q&T) Nordic-based steel producer of high-quality strip, heavy plate and tubes Tibnor Nordic full-service steel distribution partner 2 SSAB Americas North America-based steel producer of high-quality heavy plate Ruukki Construction European provider of energy efficient building and construction solutions Fem produktionslinjer 1 2 1 1 2 2 3 Luleå Steel-making Borlänge Strip products Oxelösund Steel-making, heavy plates 3 1 2 3 Raahe Steel-making, heavy plates and strip products Hämeenlinna Strip products and tubes Låglegerade form- och svetsbara stål 4 Låglegerade form- och svetsbara stål fy (MPa) 1600 1400 1200 Eurokod 3 EN 1993-1-1: < S460 EN 1993-1-12: < S700 1000 800 600 400 200 0 Konstruktionsstål Låglegerade form- och svetsbara stål stress s High strength steel ReHS Mild steel ReMS strain e 6 Att tänka på i tillverkningsprocessen Forming ► ► ► ► ► ► Återfjädring Bockningsradie Dynvidd Stämpelradie Klippspalt Högre krav på verktygsstålet Svetsning ► Svetsparametrar ► Tillsatsmaterial ► Fogtyp 7 Wednesday, October 1, 2014 First Last name High strength steels in construction Ilkka Sorsa, Ruukki Construction Oy 8 www.ruukki.com | Ilkka Sorsa 11/02/2015 Benefits of HSS in steel construction are based on savings in value chain • Steel price and processing costs will guide the selection of steels • Weight savings in order of 20-40 % can be reached • Costs savings in order of 10-20 % Raw- material Processing Painting Logistic Erection 11/02/2015 www.ruukki.com | Ilkka Sorsa Relative cost of 30m tubular truss compared to 355- solution Material, processing and painting costs included 1,02 1 0,98 Ca 5 % 0,96 0,94 0,92 0,9 0,88 355 10 date/month/year 355/420 355/550 www.ruukki.com | Firstname Lastname | INTERNAL 550 355/700 700 Relative cost of 50m tubular truss compared to 355- solution Material, processing and painting costs included 100,0 % 98,0 % 96,0 % Ca 12% 94,0 % 92,0 % 90,0 % 88,0 % 86,0 % 84,0 % 82,0 % 355/355 11 date/month/year 420/355 550/355 550/550 www.ruukki.com | Firstname Lastname | INTERNAL 700/355 700/700 Relative cost of 50m tubular truss compared to 355- solution Material, processing and painting costs included Transport, erection and LCC not included! 100,0 % 98,0 % 96,0 % Ca 12% 94,0 % 92,0 % 90,0 % 88,0 % 86,0 % 84,0 % 82,0 % 355/355 12 date/month/year 420/355 550/355 550/550 www.ruukki.com | Firstname Lastname | INTERNAL 700/355 700/700 Hollow section trusses Optim 500MH - Optim 700MH S500MH and S700MH hollow sections can be used in the same way as S355-S420 hollow sections. A SSAB design guide based on bending and K-joint tests has been prepared in order to show that: − Plastic member resistance can be used in cross section classes 1-2 − Tubular welded joint design can be carried out according to EN1993-1-8 and EN1993-1-12 13 11/02/2015 www.ruukki.com | Ilkka Sorsa Axial resistance of double grade hollow sections An extensive test series with double grade hollow sections have been carried out in Lappeenranta technical university Conclusion of the study is that a buckling curve b for SSAB double grade hollow sections can be used instead of c within certain geometrical limits that are presented in the design guide 14 11/02/2015 www.ruukki.com | Ilkka Sorsa
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