Notched unreinforced concrete beam under 3-point bending
Notched unreinforced concrete beam under 3-point bending
(OP)
Hello all,
please can you tell how from applying a vertical displacement in a node we take the load needed. This is subjected to abaqus 3.2.11 Notched unreinforced concrete beam under 3-point bending (example), and i don`t understand how he came with the diagram of load- displacement figure 3.2.11-5.
link: http://abaqus.ethz.ch:2080/v6.11/books/bmk/default...
Thanks in advance for your time
please can you tell how from applying a vertical displacement in a node we take the load needed. This is subjected to abaqus 3.2.11 Notched unreinforced concrete beam under 3-point bending (example), and i don`t understand how he came with the diagram of load- displacement figure 3.2.11-5.
link: http://abaqus.ethz.ch:2080/v6.11/books/bmk/default...
Thanks in advance for your time




