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XV Portuguese Conference on Fracture, PCF 2016, 10-12 February 2016, Paço de Arcos, Portugal Thermo-mechanical modeling of a high pressure turbine blade of an airplane gas turbine engine P. Brandão a , V. Infante b , A.M. Deus c * a Department of Mechanical Engineering, Instituto Superior Técnico, Universidade de Lisboa, Av. Rovisco Pais, 1, 1049-001 Lisboa, Portugal b IDMEC, Department of Mechanical Engineering, Instituto Superior Técnico, Universidade de Lisboa, Av. Rovisco Pais, 1, 1049-001 Lisboa, Portugal c CeFEMA, Department of Mechanical Engineering, Instituto Superior Técnico, Universidade de Lisboa, Av. Rovisco Pais, 1, 1049-001 Lisboa, Portugal Abstract During their operation, modern aircraft engine components are subjected to increasingly demanding operating conditions, especially the high pressure turbine (HPT) blades. Such conditions cause these parts to undergo different types of time-dependent degradation, one of which is creep. A model using the finite element method (FEM) was developed, in order to be able to predict the creep behaviour of HPT blades. Flight data records (FDR) for a specific aircraft, provided by a commercial aviation company, were used to obtain thermal and mechanical data for three different flight cycles. In order to create the 3D model needed for the FEM analysis, a HPT blade scrap was scanned, and its chemical composition and material properties were obtained. The data that was gathered was fed into the FEM model and different simulations were run, first with a simplified 3D rectangular block shape, in order to better establish the model, and then with the real 3D mesh obtained from the blade scrap. The overall expected behaviour in terms of displacement was observed, in particular at the trailing edge of the blade. Therefore such a model can be useful in the goal of predicting turbine blade life, given a set of FDR data. Gl a Depar b Polytechn ract able design cri author (Terenz mposed of two e same period zont l loads. A n documentati t on of the ma ving the infill ces. The design mum considere right © 2018 E review under r ords: Seismic ret oria Teren tment of Civil an ic Department of terion of suppl i, 2018), is app portions, with , the structure careful recons on and on-site ter als and a po pan l and rep is carried ou d earthquake n lsevier B.V. A esponsibility o rofit; supplemen zi a, *, Iacop d Environmental Engineering an emental dampi lied in this pap reinforced con is infilled by truction of the testing campa or performanc lacing them wi t by the sizing ormative level ll rights reserve f the CINPAR tal damping; ene a schoo o Costoli a Engineering, Un d Architecture, U ng strategies f er to a school b crete and steel heavy reinforc structural cha igns, highlight e of several el th a set of diss cri erion men . ed. 2018 organizer rgy-based design l buildin , Stefano S iversity of Flore niversity of Udin or seismic retr uilding in Flor frame structure ced concrete p aracteristics of ed specific dra lement . The re pative braces tioned above, s procedures; scho nce, Via S. Marta e, Via delle Scie ofit of frame s ence dating ba , respectively. panels interactin the constitutin wbacks in cur trofit solutio inco porating f targeting n l ol buildings. olo Spinel 3, 50139Floren nze 206, 33100 U tructures, recen ck to the early Similarly to sev g with the fra g members, ba rent state, rela considered i t fluid viscous da astic structural li a ce, Italy dine, Italy tly proposed b 1980s. The bu veral other buil me elements sed on the or ted to a remar his study consi ampers as prote esponse up t y the ilding dings under iginal kable sts in ectiv o the Copyright © 2018 Elsevier B.V. All rights reserved. Peer-review under responsibility of the CINPAR 2018 organizers Abst A vi first is co of th horiz des g gra r mo d vic maxi Copy Peer Keyw Gl a Depar b Polyt chn ract able design cri uthor (Terenz mposed of two e same period ont l loads. A gn do umentati tion of the ma v ng infill s. The design imum considere yright © 2018 E eview under r ords: Seismic ret oria Teren tment of Civil an ic Department of terion of suppl i, 2018), i app portions, with , the structure car ful recons on and on-site teri ls and a po p nel r p is carri ou d earthquake n lsevier B.V. A e ponsibility o rofit; supplemen zi a, *, Iacop d Environmental gineering n emental dampi lied in this pap r inforced con is infill by truction of the testing campa or performanc lac ng the wi t by the sizing ormative level ll rights reserve f the CINPAR tal damping; ene o Costoli a Engineering, Un d Architecture, U ng strategies f er to a school b c e e nd steel h avy reinforc structural cha igns, highlig t e of several el th a t of diss criterion men . d. 2018 organizer rgy-based design iversity of Flore niversity of Udi or seismic retr uilding n Flor frame structure ed concrete p aracteristics of ted specific dra ments. The re ip tive races tioned abov , s procedures; scho nce, Via S. Marta e, Via delle Scie ofit of frame s ence dating ba , respec vely. an ls interactin f th co stituti wba ks in cur trofit solution incorp ating f targeting a el ol buildings. olo Spinel 3, 50139Floren nze 2 6, 33100 U tructures, recen ck to the early Similarly to sev g with the fra members, b rent stat , rela co sider d in t uid viscous da lastic structural li a ce, Italy dine, Italy ntly proposed b 1980s. The bu eral other buil ame elements sed on the or ted t a remar his study consi m ers as pr te l response up t y the ilding dings under iginal kable sts in ctive to th Abst A vi first is co of th horiz desig degra remo devic maxi Copy Peer Keyw

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Keywords: High Pressure Turbine Blade; Creep; Finite Element Method; 3D Model; Simulation.

* C E Corresponding aut -mail address: gl orresponding aut E-mail ad ress: gl * C E

© 2018 Elsevier onsibility of the © 2018 Elsevier onsibility of the hor: Gloria Teren oria.terenzi@uni hor: Gloria Teren oria.terenzi@uni

B.V. All rights re CINPAR 2018 o B.V. All rights re CINP R 2018 o zi. Phone: +39.0 fi.it zi. Phone: +39.0 fi.it

55.2758887; fax 55.2758887; fax

: +39.055.275800 : +39.055.275800

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* Corresponding author. Tel.: +351 218419991. E-mail address: amd@tecnico.ulisboa.pt

2452-3216 © 2016 The Authors. Published by Elsevier B.V. Peer-review under responsibility of the Scientific Committee of PCF 2016.

2452-3216 Copyright  2018 Elsevier B.V. All rights reserved. Peer-review under responsibility of the CINPAR 2018 organizers 10.1016/j.prostr.2018.11.022

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