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Developing a simple spring interface modelling technique for a composite lining bond interface
Recent research shows that the use of a Mohr-Coulomb strain softening constitutive model can represent the load sharing behaviour in a composite tunnel lining where the waterproofing membrane produces a composite action between the primary and secondary linings (Pillai et.al., 2017). The use of a Mohr-Coulomb model requires finite element analysis with the use of a very fine mesh to model the <5mm thick bond layer geometry. This paper presents the concept and results of an attempt to develop a simple approximate design tool using commercial structural analysis software that mainly deals with linear-elastic beam elements. The Mohr-Coulomb parameters found in the laboratory testing presented by Pillai et.al. (2017) are replicated in a beam-spring model and the results calibrated to the laboratory test and finite element analyses results. Composite lining, Beam spring model, sprayed waterproofing.Recipient :
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1038_developing_a_simple_spring_
H. Jung / L. Thring / C. Green
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