Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A hypoplastic macroelement for single vertical piles in sand subject to three-dimensional loading conditions
Abstract This paper presents a novel macroelement for single vertical piles in sand developed within the hypo-plasticity theory, where the incremental nonlinear constitutive equations are defined in terms of generalized forces, displacements and rotations. Inspired from the macroelement for shallow foundations of Salciarini and Tamagnini (Acta Geotech, 4(3):163–176, 2009), the new element adopts the “intergranular displacement” mutuated from Niemunis and Herle (Mech Cohes Frict Mater, 2:279–299, 1997) to reproduce the behavior under cyclic loading. Analytical and numerical strategies are provided to calibrate the macroelement’s parameters. Comparisons with experimental results show the performance of the macroelement that while being simple and computational fast is suitable for finite element calculations and engineering design.
A hypoplastic macroelement for single vertical piles in sand subject to three-dimensional loading conditions
Abstract This paper presents a novel macroelement for single vertical piles in sand developed within the hypo-plasticity theory, where the incremental nonlinear constitutive equations are defined in terms of generalized forces, displacements and rotations. Inspired from the macroelement for shallow foundations of Salciarini and Tamagnini (Acta Geotech, 4(3):163–176, 2009), the new element adopts the “intergranular displacement” mutuated from Niemunis and Herle (Mech Cohes Frict Mater, 2:279–299, 1997) to reproduce the behavior under cyclic loading. Analytical and numerical strategies are provided to calibrate the macroelement’s parameters. Comparisons with experimental results show the performance of the macroelement that while being simple and computational fast is suitable for finite element calculations and engineering design.
A hypoplastic macroelement for single vertical piles in sand subject to three-dimensional loading conditions
Li, Zheng (Autor:in) / Kotronis, Panagiotis (Autor:in) / Escoffier, Sandra (Autor:in) / Tamagnini, Claudio (Autor:in)
Acta Geotechnica ; 11 ; 373-390
30.09.2015
18 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Foundation , Hypoplasticity , Macroelement , Pile , Soil-structure interaction Engineering , Geoengineering, Foundations, Hydraulics , Continuum Mechanics and Mechanics of Materials , Geotechnical Engineering & Applied Earth Sciences , Soil Science & Conservation , Soft and Granular Matter, Complex Fluids and Microfluidics , Structural Mechanics
| British Library Online Contents | 2016
A hypoplastic macroelement formulation for single batter piles in sand
| British Library Online Contents | 2018