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Specimen Details and Load Histories
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30 bar diameters 5th cycle amount of stirrups anchorage anchored bars bar deformations bar strain beam 1H4M beam 6B8R beam failed beam l2Bl0R BEHAVIOR IN CYCLE BEHAVIOR IN SUBSEQUENT bond deterioration bond strength bond stress Bottom splitting ex bursting forces compressive strength concrete strength Crack Widths Cracking and splitting CYCLE 1 BEHAVIOR details for beam ductility ends of splice flexural further apparent damage increase inelastic range Jirsa KIPS lapped splices LEVEL CYCLES CYCLES load history longitudinal maximum effective amount monotonic loads number of cycles Orangun pattern for specimen Peak deflections rate of bond repeated loads reversed cyclic loads seismic SET LEVEL CYCLES shown in Fig shows a sketch side splitting splice length spliced region splitting crack splitting pattern stirrup locations stirrup spacing stirrup strains strain with bar SUBSEQUENT SET LEVEL tensile stresses Test details shown test results test setup Transverse cracks transverse reinforcement yield penetration yield strength