Innovative ECC jacketing for retrofitting shear-deficient RC members
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The ECC jacket improved the cyclic behavior of shear-deficient beams considerably.

Using ECC to replace mortar in ferrocement reduced the crack width by two times.

Cover spalling of regular ferrocement was improved by using ECC to replace mortar.

The ECC jacket with a single layer of bar meshes was the best retrofitting scheme.

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