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Finite Element Modeling of UHPC Beams by HHT is a document available to read on EtoBox.

This document summarizes a study that used finite element modeling to simulate the behavior of Ultra High Performance Concrete (UHPC) beams subjected to pure torsion. The study tested beams with different cross-sectional sizes and reinforcement configurations under torsion. The finite element software ATENA was used to model the UHPC material behavior based on experimental data. The model employed a combined fracture-plasticity approach to describe UHPC in tension and compression. The study aimed to develop

Author

HHT

Language

EN