thimira
Structural
- Sep 13, 2015
- 9
Hello everyone,
I'm trying to model a concrete member subjected to a blast load. When the model is analysed is shows very high hourglass energy, But when I try to reduce hourglass by using ELFORM 2, -1, -2 some nodes get negative volumes. How could this be resolved
Thank you
I'm trying to model a concrete member subjected to a blast load. When the model is analysed is shows very high hourglass energy, But when I try to reduce hourglass by using ELFORM 2, -1, -2 some nodes get negative volumes. How could this be resolved
Thank you