Higher modulus of rupture than the uniaxial tensile strength

Reference no: EM13836645

A concrete prism of 150×150×600 mm (tested under flexure) will normally give a higher modulus of rupture than the uniaxial tensile strength from an identical specimen. Why?

Reference no: EM13836645

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Higher modulus of rupture than the uniaxial tensile strength : A concrete prism of 150×150×600 mm (tested under flexure) will normally give a higher modulus of rupture than the uniaxial tensile strength from an identical specimen. Why?

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