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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 39
ADVANCES IN FINITE ELEMENT TECHNOLOGY Edited by: B.H.V. Topping
Paper IX.8
BMM for Long-Term Bridge Deterioration by Dynamic Structural Analysis System H. Alaylioglu and A. Alaylioglu
GPG - Structures, Pretoria, South Africa H. Alaylioglu, A. Alaylioglu, "BMM for Long-Term Bridge Deterioration by Dynamic Structural Analysis System", in B.H.V. Topping, (Editor), "Advances in Finite Element Technology", Civil-Comp Press, Edinburgh, UK, pp 405-420, 1996. doi:10.4203/ccp.39.9.8
Abstract
A practical and cost effective BMM system is proposed for
periodic monitoring of long-term deterioration and urgent
integrity assessment of bridge structures. The system is
based on a PC portable FEA and in situ traffic load testing.
For this purpose, a powerful yet simple, dynamic FEA
Scheme is developed. The scheme exploits high accuracy of
the hybrid type FE formulation, and introduces essential
improvements over its conventional quadrature based
implementations. The hierarchic element generation facility
intrinsically automated by the exact integrator-generator
modules of the present scheme allows p-method of FE
model refinements to ensure convergence of the predictions
at a minimal cost. The accuracy and efficiency of the FE
scheme are tested against typical benchmark problems, and
near exact results are obtained with coarse FE grids. The FE
modal analysis of a pilot bridge is performed and the results
are validated by the traffic load test measurements for
establishing the database. The paper details i) static,
ii) dynamic and iii) diagnostic integrity assessment
programs of the proposed BMM system, and concludes that
these programs can be applied reliably and cost effectively
for practical BMM purposes.
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