Ciaran McNally
University College Dublin
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Publication
Featured researches published by Ciaran McNally.
International Journal of Design Engineering | 2010
Michael O'Neill; James McDermott; John Mark Swafford; Jonathan Byrne; Erik Hemberg; Anthony Brabazon; Elizabeth Shotton; Ciaran McNally; Martin Hemberg
A new evolutionary design tool is presented, which uses shape grammars and a grammar-based form of evolutionary computa- tion, grammatical evolution (GE). Shape grammars allow the user to specify possible forms, and GE allows forms to be iteratively selected,
Environment and Planning B-planning & Design | 2012
James McDermott; John Mark Swafford; Martin Hemberg; Jonathan Byrne; Erik Hemberg; Michael Fenton; Ciaran McNally; Elizabeth Shotton; Michael O'Neill
Evolutionary methods afford a productive and creative alternative design workflow. Crucial to success is the choice of formal representation of the problem. String-rewriting context-free grammars (CFGs) are one common option in evolutionary computation, but their suitability for design is not obvious. Here, a CFG-based evolutionary algorithm for design is presented. The process of meta-design is described, in which the CFG is created and then refined to produce an improved design language. CFGs are contrasted with another grammatical formalism better known in architectural design: Stinys shape grammars. The advantages and disadvantages of the two types of grammars for design tasks are discussed.
IEEE Transactions on Evolutionary Computation | 2016
Michael Fenton; Ciaran McNally; Jonathan Byrne; Erik Hemberg; James McDermott; Michael O'Neill
The majority of existing discrete truss optimization methods focus primarily on optimizing global truss topology using a ground structure approach, in which all possible node and beam locations are specified a priori. The ground structure discrete optimization method has been shown to be restrictive as it limits derivable solutions to what is explicitly defined. Greater representational freedom can improve performance. In this paper, grammatical evolution is applied. It can represent a variable number of nodes and their locations on a continuum. A novel method of connecting evolved nodes using a Delaunay triangulation algorithm shows that fully triangulated, kinematically stable structures can be generated. Discrete beam-truss structures can be optimized without the need for any information about the desired form of the solution other than the design envelope. Our technique is compared to existing discrete optimization techniques, and notable savings in structure self-weight are demonstrated. In particular, our new method can produce results superior to those reported in the literature in cases in which the problem is ill-defined and the structure of the solution is not known a priori.
Aci Materials Journal | 2005
Ciaran McNally; Mark G. Richardson
No cases of damaging alkali-silica reaction (ASR) have been identified to date in the Republic of Ireland, even though high-alkali-content cements were prevalent for a period and the gravels used contain significant quantities of chert. This article reports on expansion tests that were conducted on Irish aggregates; tests included petrographic examination and mortar bar and concrete prism expansion testing. The authors discuss the systematic assessment scheme for determining the alkali reactivity of aggregates that has been developed for international use. Chert-bearing Irish aggregates performed poorly in expansion tests, despite an exemplary service record. The authors examined chert crystallinity through domain size and quartz crystallinity index. The authors conclude that the poor performance of Irish concretes in the standard international test methods was due to the existence of a critical alkali threshold above that experienced in concrete practice, but below that used in expansion test methods.
6th Eurasphalt & Eurobitume Congress | 2016
Konrad Mollenhauer; Diana Simnofske; Jan Valentin; Zuzana Čížková; Jan Suda; Fátima Batista; Ciaran McNally
Cold recycling is a road rehabilitation procedure/technique, where the reclaimed road material from rehabilitated pavements is recycled completely and used in the new structure with only small contents of new road materials. This is done preferably in-situ to save time, costs and environment. However, internationally various mix design procedures were developed since decades resulting in diverse contents of bituminous binders (emulsion or foamed bitumen) and/or mineral binders (cement or hydraulic road binder). The different material compositions result in diverse mechanical material properties and demand for different pavement designs. Based on an international comparison of cold recycling experience, commons and differences were elaborated during European CoRePaSol project funded by the CEDR. The existing definitions of various cold recycled materials were assessed and supplemented in order to introduce clear material definitions in future European specification documents. Based on intensive test campaigns suitable assessment procedures are proposed to address these materials. At the same time based on local traffic and weather conditions as well as availability of source materials, a decision model is proposed for choosing the optimum cold recycling material for the given rehabilitation project.
Paper presented at Near Surface 2009, the 15th European Meeting of Environmental and Engineering Geophysics, 7-9 September 2009, Dublin, Ireland | 2009
Martin O'Connell; Ciaran McNally; Shane Donohue; Julien Bonal; Mark G. Richardson
Summary Secondary cementitious materials (SCMs) such as ground granulated blast-furnace slag (GGBS) are used in increasing quantities in concrete practice internationally. While these materials offer benefits such as reduced CO 2 and a more dense microstructure, they also have drawbacks in terms of slower initial gain of strength. There are significant financial implications associated with this, as it can lead to delays in the construction process. Key to overcoming this challenge is the development of a methodology to assess the early-age stiffness development in concretes manufactured using GGBS. This paper presents the results of a study into the application of ultrasonic sensors to assess the early age concrete stiffness. A novel wavelet-based approach is used to overcome the difficulties associated with wave reflections and classical wave theory is used to determine the concrete small-strain stiffness based on P and S wave velocities. It was found that the results are largely in agreement with those obtained using standard strength testing, suggesting potential practical applications of this method.
Cement & Concrete Composites | 2010
Martin O’Connell; Ciaran McNally; Mark G. Richardson
Resources Conservation and Recycling | 2008
Donnchadh Casey; Ciaran McNally; Amanda Gibney; Michael D. Gilchrist
Construction and Building Materials | 2005
David Hester; Ciaran McNally; Mark G. Richardson
Cement and Concrete Research | 2007
Tayfun Altug Söylev; Ciaran McNally; Mark G. Richardson