Fig. 9From: Extended Tension Chord Model for Boundary Elements of RC Walls Accounting for Anchorage Slip and Lap Splices PresenceExample of a test unit with continuous reinforcement (TU LAP-C1): a Experimental vs numerical force–displacement response. b Simulated steel strain profile. c Simulated steel and concrete force profiles. d Photo of crack pattern. e Numerical crack pattern obtained for different srm to lb ratios. f Experimental vs numerical crack width.Back to article page