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Department of Civil Engineering

Multiscale modelling and an experimental investigation on size-scale effects in concrete

Abstract

dc:description.abstract

Classical continuum mechanics assumes that constitutive parameters are associated with a so-called Representative Volume Element (RVE) and are a statistical average. This concept is based on the presumption that the specimen size is much larger than the size of its constituents, so that the behaviour of a single constituent can be neglected. This presumption does not hold true if the considered problem domain is smaller than the RVE. The size of material constituents in relation to the dimension of the specimen can then not be considered negligible and the interaction between the constituents needs to be addressed. In this context, so-called generalised continuum formulations have proven to provide a remedy.

Degree

thesis:*
Grantor dc:publisher.institution
Department of Civil Engineering
Year dc:date.issued
2010

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Braun, Simon
Advisors dc:contributor.advisor
  • Skatulla, Sebastian
  • Reddy B Daya

Rights

Language dc:language.iso
eng

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/11427/10177
OAI identifier oai:identifier
oai:open.uct.ac.za:11427/10177

Chain of custody

source
Harvested from
University of Cape Town
Base URL
open.uct.ac.za/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
related terms
citation

Braun, Simon. Multiscale modelling and an experimental investigation on size-scale effects in concrete. Department of Civil Engineering, 2010. http://hdl.handle.net/11427/10177