2002
DOI: 10.1361/105994902770343944
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Grain Size Effects in the Quasi-Static Fracture Resistance of a Thermally Embrittled RPV Steel (Annealed Microstructures)

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Cited by 6 publications
(1 citation statement)
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“…A central point load was applied to a pair of joists in order to create uniform shear in the web and the test was terminated when the deflection reached span/60, as shown in Fig 3.At this deflection, there was considerable deformation capacity in the fixings, which reached a slip of over 3mm. The joists failed at a shear load corresponding to an equivalent uniform load of 4.6kN/m 2 for joists nominally space at 600mm, which is acceptable for domestic applications [9].…”
Section: Tests On Steel-timber Floor Joistsmentioning
confidence: 97%
“…A central point load was applied to a pair of joists in order to create uniform shear in the web and the test was terminated when the deflection reached span/60, as shown in Fig 3.At this deflection, there was considerable deformation capacity in the fixings, which reached a slip of over 3mm. The joists failed at a shear load corresponding to an equivalent uniform load of 4.6kN/m 2 for joists nominally space at 600mm, which is acceptable for domestic applications [9].…”
Section: Tests On Steel-timber Floor Joistsmentioning
confidence: 97%