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Numerical simulations within civil and structural engineering
Numerical implementation of constitutive models
Selected publications:
- Clausen, J., & Damkilde, L. (2007). An Exact Implementation Of The Hoek–Brown Criterion For Elasto-Plastic Finite Element Calculations. International Journal of Rock Mechanics and Mining Sciences, 45(6), 831-847. https://doi.org/10.1016/j.ijrmms.2007.10.004
- Clausen, J. C., Damkilde, L., & Andersen, L. V. (2015). Robust and efficient handling of yield surface discontinuities in elasto-plastic finite element calculations. Engineering Computations, 32(6), 1722-1752. https://doi.org/10.1108/EC-01-2014-0008
- Clausen, J. C., Damkilde, L., & Andersen, L. (2007). An Efficient Return Algorithm For Non-Associated Plasticity With Linear Yield Criteria In Principal Stress Space. Computers & Structures, 85(23-24), 1795–1807. https://doi.org/doi :10.1016/j.compstruc.2007.04.002
- Clausen, J. C., Damkilde, L., & Andersen, L. (2006). Efficient Return Algorithms For Associated Plasticity With Multiple Yield Planes. International Journal for Numerical Methods in Engineering, 66(6), 1036-1059. https://doi.org/10.1002/nme.1595
- Clausen, J. (2013). Bearing Capacity of Circular Footings on a Hoek–Brown Material. International Journal of Rock Mechanics and Mining Sciences, 57, 34-41. https://doi.org/10.1016/j.ijrmms.2012.08.004
