The uniaxial (direct) tensile test is not commonly used for masonry structures. Researches mostly rely on bond wrench or bending tests for masonry structures. My questions are:
Rama Swain
Normally, masonary structures are not suitable for tension/bending . But such tests can be conducted on properly bonded masonary walls for one's professional knowledge. Such tests can be preferably tried on a reinforced masonary element to evaluate efficacy of system. It is because both the masonary and the interstises bond are of brittle nature.
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