Print Email Facebook Twitter Guillotine shear cutting model for decommissioning purposes Title Guillotine shear cutting model for decommissioning purposes Author De Groote, P.F.N. Contributor Metrikine, A.V. (mentor) Van der Meer, F.P. (mentor) Belder, C. (mentor) Hoving, J.S. (mentor) Boot, A. (mentor) Faculty Mechanical, Maritime and Materials Engineering Department Offshore Engineering Programme Offshore and Dredging Engineering Date 2015-10-14 Abstract The purpose of this thesis is to estimate the required forces for a hydraulic decommissioning cutting tool. The reason for this thesis topic is because of clear regulations and demand according offshore decommissioning. Abandoned offshore structures require to be decommissioned after their lifespan. The low oil prices these days and the pressure on the decommissioning market gain opportunities for companies such as IHC IQIP to enter the market. As a result of a preliminary study, IHC IQIP might develop a new hydraulic shear cutter tool. In order to develop and design a shear cutting tool, preliminary investigations on the requirements have to be performed. The main interest were the required loads during the shear cutting action. An analysis by means of analytical and numerical model needs to determine the load cases during the cutting action. It is shown that a pipe subjected to opposite loads starts to deform plastically. Once the pipe is completely crushed between the loads, shear cutting takes place. This load will eventually be the design load. A numerical model is performed with advanced implicit non-linear models in NX Nastran. The analytical model is based on 2 phases. First a ring, composed of rigid shells and plastic hinges, is crushed by homogeneous blade shapes. Secondly the guillotine cutting load is determined by amusing the crushed pipe to be flat plate. Determine an equilibrium between the required force for penetration of the blades and the bearing capacity of the plate after penetration, results in the required cutting load. Finally both analytical and numerical, models are validated by an experimental setup. It is concluded that the numerical software used was not capable of shearing the deformed pipe. However the required load for crushing the pipe were satisfied according the experiments. The analytical model however underestimates the measured maximal load. Further studies are recommended for modelling non-homogenious blade shapes and improvements in the cutting model. Subject GuillotineShear CuttingDecommissioningTubesPipe CrushingPipe CuttingOffshore To reference this document use: http://resolver.tudelft.nl/uuid:79febaca-6560-482f-92f1-275f6a92d87e Embargo date 2020-10-14 Part of collection Student theses Document type master thesis Rights (c) 2015 De Groote, P.F.N. Files PDF 2015-10-14_Groote_P._de_- ... rposes.pdf 327.4 KB PDF FinalReport_ConfidentialW ... Groote.pdf 58.68 MB Close viewer /islandora/object/uuid:79febaca-6560-482f-92f1-275f6a92d87e/datastream/OBJ1/view