I am undergoing research on low velocity impact on textile reinforced concrete. I don't get right results when i add single or multiple layer of textile wire as if there is no effect in adding layers or changing spacing within them. I used embedded constraint for interaction between wire and mortar. I get more capacity for mortar without textile reinforcement than adding layers. I don't know where i am going wrong. Coming to the property of textile wire, i have given elastic and plastic strain of it. Is there any other property to be given for textile wire to behave as such. So please help me in what way i should correct to make this textile reinforcement effective with mortar.