Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A Continuum Based Nonlinear Analysis of Laterally Loaded Piles
A new computational method for predicting the nonlinear response of laterally loaded piles is developed. In the formulation, the pile is an elastic Euler-Bernoulli beam and the soil is a three-dimensional continuum characterized by a nonlinear elastic constitutive relationship. The soil displacements in the radial and tangential direction, because of pile movement, are expressed as products of separable functions while the vertical soil displacement is assumed to be zero. The principle of virtual work is applied to obtain the differential equations describing the pile and soil displacements, which are solved numerically using the one-dimensional finite difference method following an iterative scheme. The mathematical accuracy of the formulation is ensured by comparing pile response with those of equivalent three-dimensional finite element analysis.
A Continuum Based Nonlinear Analysis of Laterally Loaded Piles
A new computational method for predicting the nonlinear response of laterally loaded piles is developed. In the formulation, the pile is an elastic Euler-Bernoulli beam and the soil is a three-dimensional continuum characterized by a nonlinear elastic constitutive relationship. The soil displacements in the radial and tangential direction, because of pile movement, are expressed as products of separable functions while the vertical soil displacement is assumed to be zero. The principle of virtual work is applied to obtain the differential equations describing the pile and soil displacements, which are solved numerically using the one-dimensional finite difference method following an iterative scheme. The mathematical accuracy of the formulation is ensured by comparing pile response with those of equivalent three-dimensional finite element analysis.
A Continuum Based Nonlinear Analysis of Laterally Loaded Piles
Gupta, Bipin K. (Autor:in) / Basu, Dipanjan (Autor:in)
Eighth International Conference on Case Histories in Geotechnical Engineering ; 2019 ; Philadelphia, Pennsylvania
Geo-Congress 2019 ; 1-9
21.03.2019
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
A Continuum Based Nonlinear Analysis of Laterally Loaded Piles
| British Library Conference Proceedings | 2019
A Continuum Based Nonlinear Analysis of Laterally Loaded Piles
| TIBKAT | 2019
A continuum-based model for analysis of laterally loaded piles in layered soils
| Online Contents | 2009
A continuum-based model for analysis of laterally loaded piles in layered soils
| British Library Online Contents | 2009