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- W3022668454 abstract "Advances in instrumentation, methods for data collection and techniques in manufacturing precision testing machineshave paved the way for very promising recent researches related to the failure characteristics of construction materials under truefield loading conditions. Nevertheless, the majority of available biaxial and true triaxial failure envelopes for rock-like materialsshows that the induced octahedral shear stresses on a stressed specimen at failure is a monotonically increasing function of theeffective mean applied pressures. This function could be linear, exponential, or polynomial of any reasonable power depending onthe material type. Curve fitting procedures are therefore needed to obtain the function’s constants. To determine the constitutiveresponse of concrete under conventional triaxial, biaxial, and true triaxial stress states, a series of tests has been performed in thisstudy using carefully designed concrete specimens. The validity of some of the available true triaxial failure models in the literaturewas then examined against the collected data, the results which are summarised in this paper." @default.
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- W3022668454 date "2020-06-28" @default.
- W3022668454 modified "2023-09-26" @default.
- W3022668454 title "Failure Mode of Concrete Under Polyaxial Stresses" @default.
- W3022668454 hasPublicationYear "2020" @default.
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