Crack Paths 2012

atdmieisefotmfeaedr.sequantity, w . However, rmined onl rential the surements. A ell ng of twhmich is dire lo al solidi ly with gre erma analy nother wa mpera u e feictly propor fication tim eat difficul ysis (DTA y, which c eld of t e grtional to th me repres lty. One o A), which an be us d, given body e square ro ents a pa am f the way can be u , n mely f (see e.g. theot of the loc meter, the v s for its d used only r la ge bod wo ks [6] cal solidific

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