Shakedown analysis of layered continuum

Shiau, Jim ORCID: https://orcid.org/0000-0002-9220-3184 (2013) Shakedown analysis of layered continuum. In: 1st Australasia and South East Asia Conference in Structural Engineering and Construction (ASEA-SEC-1), 28 Nov-2 Dec 2012, Perth, Australia.

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Abstract

Failure of structures associated with repeated moving surface loads are typically caused by gradual deterioration rather than sudden collapse. This type of failure behavior is mostly due to the accumulation of plastic strains under repeated loadings. They are different from the solution of most stability problems under simple loading programs. This paper aims at presenting a general numerical method for the shakedown solutions of pavements subjected to repeated moving traffic loads. To achieve this goal, a novel numerical formulation based on Bleich-Melan shakedown theorem is developed by making use of finite element techniques and mathematical programming. The proposed numerical procedure will be used to solve for the shakedown limit load and the associated developed residual stresses in layered materials.

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Item Type:	Conference or Workshop Item (Commonwealth Reporting Category E) (Paper)
Refereed:	Yes
Item Status:	Live Archive
Additional Information:	© 2013 Research Publishing Services. This book, or parts thereof, may not be reproduced in any form or by any means, electronic or mechanical, including photocopying, recording or any information storage and retrieval system now known or to be invented, without written permission from the Editors or the Publisher. First presented at 1st Australasia and South-East Asia Structural Engineering and Construction Conference (ASEA-SEC-1), Perth, Australia, 28 Nov-2 Dec 2012.
Faculty/School / Institute/Centre:	Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering (Up to 30 Jun 2013)
Faculty/School / Institute/Centre:	Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering (Up to 30 Jun 2013)
Date Deposited:	16 May 2013 05:07
Last Modified:	13 May 2021 01:58
Uncontrolled Keywords:	shakedown; lower bound; numerical analysis; layered pavement; moving loads
Fields of Research (2008):	09 Engineering > 0905 Civil Engineering > 090501 Civil Geotechnical Engineering 09 Engineering > 0905 Civil Engineering > 090507 Transport Engineering 09 Engineering > 0913 Mechanical Engineering > 091307 Numerical Modelling and Mechanical Characterisation
Fields of Research (2020):	40 ENGINEERING > 4005 Civil engineering > 400502 Civil geotechnical engineering 40 ENGINEERING > 4005 Civil engineering > 400512 Transport engineering 40 ENGINEERING > 4017 Mechanical engineering > 401706 Numerical modelling and mechanical characterisation
Socio-Economic Objectives (2008):	B Economic Development > 88 Transport > 8801 Ground Transport > 880106 Road Infrastructure and Networks
Identification Number or DOI:	https://doi.org/10.3850/978-981-08-7920-4_St-100-0307
URI:	http://eprints.usq.edu.au/id/eprint/22619

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