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Which outcome occurs inside prestressed concrete reactor containment when subjected to internal pressure exceeding design?

A)Increased tendon elastic deformation
B)Yielding of reinforcing rebar
C)Decreased hoop stress integrity
D)Reduced concrete compressive strength

💡 Explanation

Increased internal design pressure leads to greater outward strain, thus activating the *prestressing mechanism* to resist expansion, because the tendons initially experience elastic deformation, therefore limiting concrete cracking, rather than directly causing rebar yielding or compressive failure.

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