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Results reported within this study show the critical effect of chloride content over corrosion mechanism producing lack of adherence between base metal and oxides layers in addition to corrosion products delamination and internal cracking.
The amount of corrosion in term of radial expansion required to causes Internal Cracking, Internal Penetration, External Cracking (HS) and External Cracking (VB) varies almost linearly with bar diameter d, bar clear distance s and concrete cover c, respectively.
The FE results show that cracking of beam section due to steel corrosion can be clarified into four types, i.e., Internal Cracking, Internal Penetration, External Cracking (HS) and External Cracking (VB).
It was also shown that the bulk damage consisted of two factors: internal cracking and local damage.
Significant tensile stresses can be generated locally along certain directions, which offers a mechanistic rationale for the internal cracking observed experimentally.
Corrosion of steel bars for reinforcement leads to expansive pressure on the surrounding concrete that causes internal cracking and, eventually, spalling and delamination.
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Internal cracks arise close to the steel bars and develop towards the member's edge.
where n c and n are the layer number in the internal crack arm and in the un-cracked beam portion, respectively.
Two types of cracked configuration are considered, namely, side crack and internal crack.
Specimens are made with a single internal crack.
Nelson, A.S., and C.-Y. Wang, Non-destructive observation of internal cracks in stressed rocks, Intl.
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