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Fig. 1 | International Journal of Concrete Structures and Materials

Fig. 1

From: Corrosion Deterioration of Steel in Cracked SHCC

Fig. 1

a FS2, CS2, FM1 and CM1 specimens’ preparation for corrosion testing; b FS31, FS32 and FM2 specimens for corrosion test in chloride exposure by means of ponding; c FS31, FS32 and FM2 specimens under sustained load and d corrosion rate measuring technique using a Coulostatic technique.

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