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How to use a bond-slip model for 3D strands in concrete? I have bond-slip data for strands and do not know how to use this?
What if the steel rebar is inside the concrete beam? How to nonnect the nodes of rebars and the beam?
can you tell me how i can creat wires in conectore with no compression and only tension?
-0(N), -10000(mm), 0(N), 0(mm) 1000(N), 0.5(mm),
This is connector method can be used under monotonic load. How about under the cyclic load?
Yes ,very yes! But connectors too many to convergence
😄 Promo-SM
6
How to use a bond-slip model for 3D strands in concrete? I have bond-slip data for strands and do not know how to use this?
What if the steel rebar is inside the concrete beam? How to nonnect the nodes of rebars and the beam?
can you tell me how i can creat wires in conectore with no compression and only tension?
-0(N), -10000(mm), 0(N), 0(mm) 1000(N), 0.5(mm),
This is connector method can be used under monotonic load. How about under the cyclic load?
Yes ,very yes! But connectors too many to convergence
😄 Promo-SM
6