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**Harvard**

Su, F. (2010) *On computational homogenization of transient poromechanics problems*. Göteborg : Chalmers University of Technology

** BibTeX **

@book{

Su2010,

author={Su, Fang},

title={On computational homogenization of transient poromechanics problems},

abstract={Many engineering materials are, in fact, microscopically heterogeneous. This is true for
natural materials, such as timber and clay, as well as manmade materials, like metal alloys
and concrete. By means of numerical simulation, it is possible to increase the understanding
of physical phenomena within such materials, allowing for a better structural design
with improved safety and prolonged service life. However, the existing simulation methods
either require pre-calculated effective material properties, or they are based on very
fine discretization of the domain in order to capture the complex interaction between the
constituents. The former approach is based on strong assumptions and cannot provide a
general solution, while the latter is often computationally too expensive.
This thesis is devoted to the development of an effective computational strategy for simulating
the response of heterogeneous materials. A multiscale modeling framework based on
a generalized macro-homogeneity condition is proposed for the analysis of a class of transient
problems. Within this framework the classical approach of first order homogenization
for stationary problems is extended to transient problems in a consistent manner. Homogenization
is carried out on Representative Volume Elements (RVE), which are introduced
in quadrature points of the macroscale elements in the spatial domain. The corresponding
algorithm is thus of a nested character (FE2).
The most commonly used material for road pavement is asphalt concrete, which is a highly
heterogenous porous material consisting of asphalt (bitumen) binder and particulate construction
aggregates. Our proposed computational strategy is used to simulate the transient
and nonlinear problem of consolidation of an asphalt concrete layer. In particular,
the degree of scale separation, i.e. the choice of RVE size, is investigated. The influence of
inclusion distribution inside the RVE and the size effect of the inclusions are also examined.
Furthermore, different decoupling strategies are considered.},

publisher={Institutionen för tillämpad mekanik, Material- och beräkningsmekanik, Chalmers tekniska högskola,},

place={Göteborg},

year={2010},

keywords={homogenization, multiscale modeling, FE2, Representative Volume Element (RVE), porous media, consolidation},

}

** RefWorks **

RT Dissertation/Thesis

SR Print

ID 128625

A1 Su, Fang

T1 On computational homogenization of transient poromechanics problems

YR 2010

AB Many engineering materials are, in fact, microscopically heterogeneous. This is true for
natural materials, such as timber and clay, as well as manmade materials, like metal alloys
and concrete. By means of numerical simulation, it is possible to increase the understanding
of physical phenomena within such materials, allowing for a better structural design
with improved safety and prolonged service life. However, the existing simulation methods
either require pre-calculated effective material properties, or they are based on very
fine discretization of the domain in order to capture the complex interaction between the
constituents. The former approach is based on strong assumptions and cannot provide a
general solution, while the latter is often computationally too expensive.
This thesis is devoted to the development of an effective computational strategy for simulating
the response of heterogeneous materials. A multiscale modeling framework based on
a generalized macro-homogeneity condition is proposed for the analysis of a class of transient
problems. Within this framework the classical approach of first order homogenization
for stationary problems is extended to transient problems in a consistent manner. Homogenization
is carried out on Representative Volume Elements (RVE), which are introduced
in quadrature points of the macroscale elements in the spatial domain. The corresponding
algorithm is thus of a nested character (FE2).
The most commonly used material for road pavement is asphalt concrete, which is a highly
heterogenous porous material consisting of asphalt (bitumen) binder and particulate construction
aggregates. Our proposed computational strategy is used to simulate the transient
and nonlinear problem of consolidation of an asphalt concrete layer. In particular,
the degree of scale separation, i.e. the choice of RVE size, is investigated. The influence of
inclusion distribution inside the RVE and the size effect of the inclusions are also examined.
Furthermore, different decoupling strategies are considered.

PB Institutionen för tillämpad mekanik, Material- och beräkningsmekanik, Chalmers tekniska högskola,

LA eng

OL 30