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12 ksi category AASHTO specifications agency final report assigned cold-swaged steel coupling concrete beams connectors code letters Cycles of Loading deformation geometry design fatigue limit design purposes experimental investigation code fatigue behavior fatigue limit stress fatigue strength fatigue tests finite-life region Grout-filled coupling sleeve investigation code letters limit stress range line represents loading cycles low-cycle region Materials Research Laboratories mean fatigue limit mechanical splices million cycles misalignment number of cycles reduce fatigue performance S-N curve single-lap weld sleeve with wedge sleeves fractured transversely sleeves with threaded specimens tested splice tested spliced bars Splices were divided standard deviation statistical analyses steel coupling sleeve Steel-filled coupling sleeve straight-threaded couplers strength of splices Stress concentrations stress cycle suggested revisions sustain an unlimited swaged Taper-threaded steel coupler test program tested in air tested in beams threaded ends Threaded mechanical connectors type of splice unlimited number unspliced bar unspliced reinforcing bars Welded Joints