Fig. 10From: Extended Tension Chord Model for Boundary Elements of RC Walls Accounting for Anchorage Slip and Lap Splices PresenceExamples of test units with spliced reinforcement: Experimental vs numerical comparison for TU LAP-P4 (ls = 25 Øl), LAP-P16 (ls = 40 Øl) and LAP-P5 (ls = 60 Øl): a, d, g Force–displacement response. b, e, h Crack width. c, f, i Steel strains within the lap-splice region for the bottom anchored rebar.Back to article page