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Cervenka Consulting Forums → ATENA → Post-Tensioned Concrete Beam Bridge in 3D modeling → Post new reply
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Hi,
I want to model a post-tensioned concrete beam with longitudinal bars and stirrups.
How can I organise the load intervals so as to simulate the construction process of the beam "on site" and the subsequent pulling of the strands?
If I assign the weight for volume to the beam at the first interval the element collapses due to absence of prestressing.
Regards.
Cervenka Consulting Forums → ATENA → Post-Tensioned Concrete Beam Bridge in 3D modeling → Post new reply
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