3D Multi-scale Finite Element Analysis of the Present-day Crustal State of Stress and the Recent Kinematic Behaviour of the Northern and Central Upper Rhine Graben

3D Multi-scale Finite Element Analysis of the Present-day Crustal State of Stress and the Recent Kinematic Behaviour of the Northern and Central Upper Rhine Graben

Author: Thies Buchmann

Publisher: Logos Verlag Berlin GmbH

Published: 2008

Total Pages: 258

ISBN-13: 3832520252

DOWNLOAD EBOOK

This thesis focuses on the contemporary stress state of a continental rift structure, the Upper Rhine Graben, and its present-day reactivation and kinematic behaviour. The graben is currently characterised by relatively slow tectonic deformation accompanied by low to medium seismicity and ongoing subsidence. In this context, the reactivation potential of pre-existing faults associated with the graben structure is one of the main goals of this thesis. Three dimensional finite element modelling is used for simulating the stress state of the study area. Based on the evaluation of the fault reactivation potential, a possible contribution of mechanical earth modelling to earthquake hazard assessment is also investigated. Another task of this thesis is the development of a method and work process for the construction of complex model geometries based on the different data types available. In order to establish a procedure that is independent of local computing and software facilities, the work-flow used is predominantly based on commercial software packages. A brief introduction is given on crustal stresses, their definition, determination and classification. Two approaches of shear failure reactivation evaluation, independent of the rheological parameter of fault surfaces, are discussed. In addition, a summary of the finite element method is given. This includes the influence of mesh quality and the implementation of contact problems as well as the ABAQUS implementation of the material models used (elasticity and elasto-plasticity). The thesis also refers to the approach of multi-scale modelling, nesting or sub-modelling using ABAQUS. The consequences of this approach on the boundary conditions and the model geometries are discussed.


Characterization, Prediction and Modelling of the Crustal Present-Day In-Situ Stresses

Characterization, Prediction and Modelling of the Crustal Present-Day In-Situ Stresses

Author: R. Goteti

Publisher: Geological Society of London

Published: 2024-08-01

Total Pages: 272

ISBN-13: 1786206145

DOWNLOAD EBOOK

Geomechanics has a marked impact on the safe and sustainable use of the subsurface. Along with an ongoing demand for hydrocarbon resources there is also a growing emphasis on sustainable subsurface exploitation and development, storage of carbon, hydrogen, energy and (radioactive) waste, as well as sustainable geothermal resource utilization. Such activities are accompanied by an ever-increasing need for higher resolution, fit-for-purpose solutions, workflows and approaches to constrain present-day subsurface stresses and minimize associated uncertainties. Building high fidelity geomechanical-numerical models provides critical input and understanding for diverse engineering designs and construction as well as geoscience applications. Such models greatly contribute towards uncertainty reduction, risk management and risk mitigation during the operational life of a given subsurface development and associated infrastructures (both on and below the surface). This Special Publication contains contributions detailing the latest efforts and perspectives in present-day in-situ stress characterization, prediction and modelling from the borehole to plate-tectonic scale. There is particular emphasis on the uncertainties that are often associated with data and models.


A Continent Revealed

A Continent Revealed

Author: D. J. Blundell

Publisher: Cambridge University Press

Published: 1992-11-27

Total Pages: 291

ISBN-13: 052142948X

DOWNLOAD EBOOK

The scientific achievements of the European Geotraverse Committee (EGT) are presented in this unique study of the tectonic evolution of the continent of Europe and the first comprehensive cross section of the continental lithosphere.


New Finite Elements with Embedded Strong Discontinuities to Model Failure of Three-dimensional Continua

New Finite Elements with Embedded Strong Discontinuities to Model Failure of Three-dimensional Continua

Author: Jongheon Kim

Publisher:

Published: 2013

Total Pages: 492

ISBN-13:

DOWNLOAD EBOOK

This work addresses the developments of new finite elements with embedded strong discontinuities for the modeling of three-dimensional solids at failure in the infinitesimal small-strain or finite deformation regimes. Cracks and shear bands involving the localized dissipative mechanism in a relatively narrow zone provide typical examples to be modeled by this strong discontinuity approach. The narrowness of such a localized region compared to the size of the overall mechanical problem then reveals the multi-scale character of the physical phenomena, thus allowing the given problem to be split into the typical global continua involving only smooth displacement fields and a small-scale problem to represent localized solutions. The direct consequence of the multi-scale approach is on the element-based enhancement for the associated singular field in the discrete setting, leading to the very same number of global degrees of freedom and mesh connectivity as the original problem without the discontinuity. This procedure is then achieved by the direct identification of the discrete kinematics associated to the sought separation modes of the individual finite elements. In particular, we focus on the direct enhancement of infinitesimal strains (for the infinitesimal case) or deformation gradients (for the finite deformation case) rather than attempting to find the associated displacement field in terms of discontinuous shape functions, also allowing the proposed formulations to be more generally applicable to the strain-based high performance finite elements. Given the complex kinematics arising from discontinuities in three dimensions, the new finite elements consider full linear interpolations of the displacement jumps on both the normal and tangential components to the discontinuities in the interiors of the respective finite elements. The incorporation of the high order separation modes then allows a complete vanishing of stress locking, namely, over-stiff responses of the approximated solutions due to the poor resolutions of discrete kinematics associated to the discontinuities. A total of nine enhanced parameters for each element are required to represent the linear displacement jumps, but being condensed out at the element level in virtue of the proposed discrete multi-scale framework. To illustrate the improved performance of the new three-dimensional finite elements with embedded strong discontinuities, several representative numerical examples such as a series of basic single element tests and a set of benchmark problems are implemented. The elements involving only piecewise constant displacement jumps are also considered there for comparison purposes, showing by design the overall improvement on the new elements in terms of the locking free properties and sharper resolution of the discontinuities that propagate in arbitrary directions.


Peridynamic Multiscale Finite Element Methods

Peridynamic Multiscale Finite Element Methods

Author:

Publisher:

Published: 2015

Total Pages: 46

ISBN-13:

DOWNLOAD EBOOK

The problem of computing quantum-accurate design-scale solutions to mechanics problems is rich with applications and serves as the background to modern multiscale science research. The prob- lem can be broken into component problems comprised of communicating across adjacent scales, which when strung together create a pipeline for information to travel from quantum scales to design scales. Traditionally, this involves connections between a) quantum electronic structure calculations and molecular dynamics and between b) molecular dynamics and local partial differ- ential equation models at the design scale. The second step, b), is particularly challenging since the appropriate scales of molecular dynamic and local partial differential equation models do not overlap. The peridynamic model for continuum mechanics provides an advantage in this endeavor, as the basic equations of peridynamics are valid at a wide range of scales limiting from the classical partial differential equation models valid at the design scale to the scale of molecular dynamics. In this work we focus on the development of multiscale finite element methods for the peridynamic model, in an effort to create a mathematically consistent channel for microscale information to travel from the upper limits of the molecular dynamics scale to the design scale. In particular, we first develop a Nonlocal Multiscale Finite Element Method which solves the peridynamic model at multiple scales to include microscale information at the coarse-scale. We then consider a method that solves a fine-scale peridynamic model to build element-support basis functions for a coarse- scale local partial differential equation model, called the Mixed Locality Multiscale Finite Element Method. Given decades of research and development into finite element codes for the local partial differential equation models of continuum mechanics there is a strong desire to couple local and nonlocal models to leverage the speed and state of the art of local models with the flexibility and accuracy of the nonlocal peridynamic model. In the mixed locality method this coupling occurs across scales, so that the nonlocal model can be used to communicate material heterogeneity at scales inappropriate to local partial differential equation models. Additionally, the computational burden of the weak form of the peridynamic model is reduced dramatically by only requiring that the model be solved on local patches of the simulation domain which may be computed in parallel, taking advantage of the heterogeneous nature of next generation computing platforms. Addition- ally, we present a novel Galerkin framework, the 'Ambulant Galerkin Method', which represents a first step towards a unified mathematical analysis of local and nonlocal multiscale finite element methods, and whose future extension will allow the analysis of multiscale finite element methods that mix models across scales under certain assumptions of the consistency of those models.


Glacially-Triggered Faulting

Glacially-Triggered Faulting

Author: Holger Steffen

Publisher: Cambridge University Press

Published: 2021-12-16

Total Pages: 461

ISBN-13: 1108490026

DOWNLOAD EBOOK

Glacially triggered faulting describes movement of pre-existing faults caused by a combination of tectonic and glacially induced isostatic stresses. The most impressive fault-scarps are found in northern Europe, assumed to be reactivated at the end of the deglaciation. This view has been challenged as new faults have been discovered globally with advanced techniques such as LiDAR, and fault activity dating has shown several phases of reactivation thousands of years after deglaciation ended. This book summarizes the current state-of-the-art research in glacially triggered faulting, discussing the theoretical aspects that explain the presence of glacially induced structures and reviews the geological, geophysical, geodetic and geomorphological investigation methods. Written by a team of international experts, it provides the first global overview of confirmed and proposed glacially induced faults, and provides an outline for modelling these stresses and features. It is a go-to reference for geoscientists and engineers interested in ice sheet-solid Earth interaction.