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Filtering by: Subject Reinforced concrete -- Corrosion Commencement Year Unknown

Analysis of Reinforced Concrete Beams with Corrosion Damaged Stirrups for Shear Capacity

Creator:

Higgins, Christopher, Turan, O. Tugrul, and Farrow, William C. III

Abstract:

Corrosion of embedded carbon steel is a leading factor in deterioration of aging conventional reinforced concrete structures. Methods to accurately predict remaining capacity of corrosion damaged elements, especially shear capacity, are lacking. In this paper, ACI-AASHTO approach, Strut and Tie Method, Modified Compression Field Theory, and Response 2000 were used...

Resource Type:

Article

Full Text:

Analysis of Reinforced Concrete Beams with Corrosion Damaged Stirrups for Shear Capacity Christopher