Experimental Investigation on the Force-Crack Quantification Model for HSRC Columns with Flexure–Shear and Shear Failure Modes

Experimental Investigation on the Force-Crack Quantification Model for HSRC Columns with Flexure–Shear and Shear Failure Modes

Abstract A total of six full-scale high strength reinforced concrete (HSRC) columns were tested under axial and cyclic lateral loading. The specified concrete compressive strength was 70 MPa and the specified yield strength was 685 MPa and 785 MPa for the longitudinal and transverse reinforcements,...

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Bibliographic Details
Main Authors: Cien-Kuo Chiu, Alexander Ivan Tandri
Format: Article
Language:English
Published: SpringerOpen 2020-06-01
Series:International Journal of Concrete Structures and Materials
Subjects:
damage assessment
high strength
reinforced concrete
residual crack
Online Access:http://link.springer.com/article/10.1186/s40069-020-00405-0

Internet

http://link.springer.com/article/10.1186/s40069-020-00405-0

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