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7 Jun 2010: All the test points, hysteresis data and determined fatigue characteristic values have been collected in a database. ... Fig. 10: Influence of direction of test specimens on the cyclic material behaviour of steel H260B.

7 Jun 2010: CFI tests were performed with strain-hold of 10 minutes at tensile peak strain as the same temperature with LCF test. ... P122,HAZ. P92,HAZ. Test temp : 700oC Continuous cycle Base HAZ Weld P92 P122.

7 Jun 2010: in the ‘70) resulted in correlations established between fracture appearance in small-scale test pieces and fracture parameters measured in full-scale tests. ... Figure 6 – Crack arrestor modelling and actual test results on X100 pipes [25].

11 Oct 2010: concentration. The authors present here the first spot welding tests on the novel alloy. ... a shear tensile test samples; b cross-tensile test samples1 Spot weld specimen geometries (dimensions in mm).

7 Jun 2010: Figure 7 – Hardness test pattern. Tensile tests were carried out both in transversal (or cross weld, CW) and longitudinal (or all weld AW) direction. ... Note: specimen broken in parent metal. 3.3 BEND TESTS According to ISO 5173, side bend test

7 Jun 2010: To initiate the GA search, the inputs are randomly generated and placed innorm_test.in. ... 18 Heat treatment temperature / K 1279 1473. 19 Test temperature / K 293 1273.

7 Jun 2010: The length changes should not be transmitted through a second material upon whoseexpansion coefficient depends the evaluation of the test material. ... High–speed dilatometers generally do not have long term electronic or mechanical stability.Equipment

7 Jun 2010: Hence, a lowcost extraction alternative to the Kroll processalone is insufficient to provide a substantial economic step change. ... Stepping upOver the last few years there has been anincreased worldwide effort to provide a stepchange in the economics

7 Jun 2010: For steel E911 the creep tests performed during COST 501 Program were collated by ECCC in 2000. ... Several very long creep tests are included in the database: seven creep data passed 100,000 hours; the longest broken creep test reached 113,431 hours at

7 Jun 2010: 5. To conclude, some socio-economic aspects related to this programme can be outlined. ... From the socio-economic point of view, it can be said that steel construction captures economic and environmental goals with social desirability.