Oregon. Dept. of Transportation. Research Section (2011). Research notes : keeping steel bars anchored in cracked girders (Report No. RSN 11-02). Oregon. Dept. of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/22739
Oregon. Dept. of Transportation. Research Section. Research notes : keeping steel bars anchored in cracked girders. Report no. RSN 11-02. Oregon. Dept. of Transportation. Research Section, 2011. https://rosap.ntl.bts.gov/view/dot/22739.
Oregon. Dept. of Transportation. Research Section Research notes : keeping steel bars anchored in cracked girders. Oregon. Dept. of Transportation. Research Section, 2011, Report no. RSN 11-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/22739.
Researchers at Oregon State University fabricated large-size reinforced concrete beams each with an intentional crack made by positioning a plastic sheet in the formwork when the beams were cast. By maintaining control over crack location, crack angle, and steel bar cutoff location, the researchers were able to load the beams to failure to determine the effect of crack characteristics on bond strength and beam capacity. Instrumentation monitored deformation of the beams, elongation of the steel reinforcement, and whether the cutoff bars slipped in the concrete.
Oregon. Dept. of Transportation. Research Section (2011). Research notes : keeping steel bars anchored in cracked girders (Report No. RSN 11-02). Oregon. Dept. of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/22739
Oregon. Dept. of Transportation. Research Section. Research notes : keeping steel bars anchored in cracked girders. Report no. RSN 11-02. Oregon. Dept. of Transportation. Research Section, 2011. https://rosap.ntl.bts.gov/view/dot/22739.
Oregon. Dept. of Transportation. Research Section Research notes : keeping steel bars anchored in cracked girders. Oregon. Dept. of Transportation. Research Section, 2011, Report no. RSN 11-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/22739.
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