New constitutive model for soils HSBrick
- The new HSBrick is a new approach to deal with the small strain stiffness
- The original formulation – HSS – is still supported in ZSoil 2020
- Spurious effect of small strain stiffness increases due to small unloading cycles is eliminated
- The previous formulation HSS is still available but in the new implementation (some differences in results may appear between ZSoil v2018 and v2020 HSS)
- HSBrick eliminates any round-off errors and convergence issues due to stiffness oscillations
- HSBrick behavior is significantly better than HSS in transient dynamics but also all transient analyses
References: M. Cudny & A. Truty (2020) Refinement of the Hardening Soil model within the small strain range, Acta Geotechnica
Incorrect behavior of HSS upon small unloadings
HSS vs HSBrick for OCR > 1
Brick concept + HS model => HSBrick
Element test: a non-symmetric shakedown
Dynamics: shear layer : txy – gxy at depth 6.9 m
New creep+aging module for damage plasticity model for concrete
- Creep+aging module developed in ZSoil 2016 is supported in ZSoil 2020
- The new module is visible in ZSoil GUI as EC2:2008 (enhanced)
- It is strongly recommended to start using this new module
New fully consistent visco-elastic aging and creep coupled with damage plasticty
Nonlinear creep in compression (not enough with respect to the EC2)
See more details in ZSoil Day 2019 presentation: Enhanced modeling of creep and aging in damage plasticity model for concrete
New 3D template: Soldier pile wall
- HSBrick replaces HSS in all templates released as 2020 versions
- ZSSoldierPileWall is a true 3D FE calculator designed for soldier pile walls, which takes into account local arching effects
- Previous ZSWalls 2D template is upgraded with new features
For detai, see ZSsoildierPileWall