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- W14461719 abstract "Concrete in tension exhibits strain softening, i.e., a negative slope of the stress-strain diagram (as shown in Fig. 3.1), due to microcracking and localization of the deformation in a narrow band, where energy dissipation occurs. The behaviour of the material outside this band is still linear and elastic. This phenomenon, observed experimentally by L’Hermite [1], Rusch and Hilsdorf [2], Hughes and Chapman [3], Evans and Marathe [4], among others, must be taken into account in order to provide a sood explanation of the behaviour of the material." @default.
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- W14461719 date "1999-01-01" @default.
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- W14461719 title "The Cohesive Crack Model" @default.
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