Ansys nonlinear concrete and frp rod
I am a student before Taking up Master degree Thesis
I have problem with creating parameters of Concrete and FRP ribbed bar (reinforcement) i have to simulate in ANSYS Workbench pull off test. It is simple test in which FRP bar is located in centre of Concrete CUBE embedement lenght is 5 fi of the bar. I need to put force on the end of the barand block the support. I should create Drucker Prager concrete model wherecrushing and cracking occurs and material destroys, and also account FRP anisotropic properties. For example CFRP. As a result i need nonlinear graph sigma-epsilon.
It is my master degree Thesis, i need help as fast as possible. Also having problem with body contact. Using bonded the force is not distibuted on entire surface of the Bar. Using Rough to large displacement.
<a href="http://fotowrzut.pl/JPMKC68F3J"><img src="http://s1.fotowrzut.pl/JPMKC68F3J/1_medium.jpg" /></a>
|All times are GMT -4. The time now is 00:39.|