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- W2009931429 abstract "The blend rule for the effective fracture toughness of a layered material was originally derived from the special case of a through crack in a globally elastic material and later extended to accomodate non-linear behaviour. It is now derived from a general case by considering material elements of finite size and of different toughness along and around the tip of a crack. Experimental results obtained with an inhomogeneous ordinary structural steel which support the blend rule are presented. It is shown that the effective fracture toughness governs the load-bearing capacity of a cracked full-scale structure. Some further results found in the literature for the heat-affected zone material of a high-strength microalloyed quenched and tempered structural steel and computational results for a structural steel typical of a nuclear pressure vessel are shown to support the blend rule." @default.
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- W2009931429 date "1998-06-01" @default.
- W2009931429 modified "2023-09-25" @default.
- W2009931429 title "The effective fracture toughness of structural components obtained with the blend rule" @default.
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- W2009931429 doi "https://doi.org/10.1016/s0029-5493(97)00355-5" @default.
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