Paper 9.1 - Steel Innovations Conference 2013 Christchurch-Ver4.pdf

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Paper 9.1 - Steel Innovations Conference 2013 Christchurch-Ver4.pdf

Paper 9.1 - Steel Innovations Conference 2013 Christchurch-Ver4.pdf

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Beam X–Section Hardness Traverse<br />

- results Tide 16<br />

- as received plastic strain caused by cold flange straightening

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Beam X–Section Hardness Traverse - results Tide 16 - as received plastic strain caused by cold flange straightening

Page 2 and 3: The Performance and Remnant Life of
Page 4 and 5: Eccentrically Braced Frame (EBF) K
Page 6 and 7: Structural Steel • 153 years sinc
Page 8 and 9: Lamellar Tearing - RBNZ 1974 Sulphu
Page 10 and 11: Certificate of Analysis and Mechani
Page 12 and 13: Hardness Technique Grade 300Mpa ste
Page 14 and 15: EBF - Web Plastic Strain - testing
Page 16 and 17: Hardness versus Normalised Beam Dep
Page 20 and 21: Toughness of Pre-strained Steel •
Page 22 and 23: Conclusions • Need knowledge of S
Page 26: Tensile Properties -at 10˚C - sign