Fig. 19From: Composite Behaviour of Textile Reinforced Reactive Powder Concrete Sandwich Façade ElementsCrack formation, represented as plastic strain, in the FE model for the single connector configuration (S FE) at a displacement of a 5 mm, b 10 mm and for the double connector configuration (D FE) at a displacement of c 5 mm and d 10 mm. Blue represents no cracking and red represents a fully open crack with no stress transfer.Back to article page