FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4366609549> ?p ?o ?g. }

• W4366609549 endingPage "116138" @default.
• W4366609549 startingPage "116138" @default.
• W4366609549 abstract "The dynamic stability of slightly curved tensioned pipes conveying pressurized two phase fluid, under thermal loadings are investigated in this paper. Furthermore, these pipes are resting on nonuniform elastic foundations. The equation of motion of the system is derived using the extended Hamilton’s principle for open dynamic systems and considering the Euler–Bernoulli theory for slender beams. The free vibration and the effects of two phase fluid flow, geometric imperfections, thermal, tension and pressure on the pipe system resting on nonuniform foundations are investigated numerically. Three different boundary conditions (BC) are considered, namely simply-simply (SS) supported, simply-clamped (SC) supported and clamped-clamped (CC) supported. The numerical method of Finite Element was used on the partial differential equation. This method is used to accurately predict steady state natural frequency responses of a dynamical system through several numerical investigations. It was found that the stability of slightly curved pipes conveying two phase flow are significantly affected by the boundary condition. It is shown that the initial curvature term increases the critical velocities for all the nine modes considered, the increase is significant in the first and second critical velocities compared to the other modes. Initial curvature effect is more pronounced in simple supported ends. Further-more the influence of the fluid velocity, temperature, pressure and axial tension is analysed; the results show that the vibration frequency decreases when the fluid velocity, temperature, and pressure increase or the axial tension decreases, and the critical fluid velocity decreases when the temperature and pressure increase or the axial tension decreases. For the pipe on nonuniform foundation, an increased stiffness leads to an increased in the first critical velocity for all the BC. However, the pattern of the increment depends on the attachment parameter, initial curvature, and the vapour quality. Some of these results are completely absent in pipes conveying single flows." @default.
• W4366609549 created "2023-04-23" @default.
• W4366609549 creator A5004660099 @default.
• W4366609549 creator A5013362584 @default.
• W4366609549 creator A5066852982 @default.
• W4366609549 date "2023-07-01" @default.
• W4366609549 modified "2023-10-01" @default.
• W4366609549 title "Dynamic stability of slightly curved tensioned pipe conveying pressurized hot two phase fluid resting on non uniform foundation" @default.
• W4366609549 cites W1778478595 @default.
• W4366609549 cites W1846002697 @default.
• W4366609549 cites W1974404072 @default.
• W4366609549 cites W1977480211 @default.
• W4366609549 cites W1987628171 @default.
• W4366609549 cites W1993047831 @default.
• W4366609549 cites W1994488406 @default.
• W4366609549 cites W1998013965 @default.
• W4366609549 cites W2005096126 @default.
• W4366609549 cites W2008460549 @default.
• W4366609549 cites W2012220364 @default.
• W4366609549 cites W2017252831 @default.
• W4366609549 cites W2029911827 @default.
• W4366609549 cites W2037934276 @default.
• W4366609549 cites W2042228008 @default.
• W4366609549 cites W2075140757 @default.
• W4366609549 cites W2088557358 @default.
• W4366609549 cites W2096096975 @default.
• W4366609549 cites W2150599082 @default.
• W4366609549 cites W2317748647 @default.
• W4366609549 cites W2547253476 @default.
• W4366609549 cites W2588076826 @default.
• W4366609549 cites W2617855792 @default.
• W4366609549 cites W2748626002 @default.
• W4366609549 cites W2769408589 @default.
• W4366609549 cites W2775743063 @default.
• W4366609549 cites W2796348659 @default.
• W4366609549 cites W2802610075 @default.
• W4366609549 cites W2885549612 @default.
• W4366609549 cites W2894622604 @default.
• W4366609549 cites W2901835545 @default.
• W4366609549 cites W2903352838 @default.
• W4366609549 cites W2918659403 @default.
• W4366609549 cites W2931787073 @default.
• W4366609549 cites W2978115710 @default.
• W4366609549 cites W3034941772 @default.
• W4366609549 cites W3043258784 @default.
• W4366609549 cites W3087045584 @default.
• W4366609549 cites W3101704661 @default.
• W4366609549 cites W3183569796 @default.
• W4366609549 cites W3201841004 @default.
• W4366609549 cites W4214637049 @default.
• W4366609549 cites W4224277965 @default.
• W4366609549 cites W4229063422 @default.
• W4366609549 cites W4282840920 @default.
• W4366609549 cites W4304782724 @default.
• W4366609549 doi "https://doi.org/10.1016/j.engstruct.2023.116138" @default.
• W4366609549 hasPublicationYear "2023" @default.
• W4366609549 type Work @default.
• W4366609549 citedByCount "1" @default.
• W4366609549 countsByYear W43666095492023 @default.
• W4366609549 crossrefType "journal-article" @default.
• W4366609549 hasAuthorship W4366609549A5004660099 @default.
• W4366609549 hasAuthorship W4366609549A5013362584 @default.
• W4366609549 hasAuthorship W4366609549A5066852982 @default.
• W4366609549 hasConcept C121332964 @default.
• W4366609549 hasConcept C127413603 @default.
• W4366609549 hasConcept C134306372 @default.
• W4366609549 hasConcept C135628077 @default.
• W4366609549 hasConcept C152361515 @default.
• W4366609549 hasConcept C180016635 @default.
• W4366609549 hasConcept C182310444 @default.
• W4366609549 hasConcept C186068551 @default.
• W4366609549 hasConcept C192562407 @default.
• W4366609549 hasConcept C195065555 @default.
• W4366609549 hasConcept C198394728 @default.
• W4366609549 hasConcept C2524010 @default.
• W4366609549 hasConcept C33923547 @default.
• W4366609549 hasConcept C57879066 @default.
• W4366609549 hasConcept C62520636 @default.
• W4366609549 hasConcept C66938386 @default.
• W4366609549 hasConcept C90278072 @default.
• W4366609549 hasConcept C97355855 @default.
• W4366609549 hasConceptScore W4366609549C121332964 @default.
• W4366609549 hasConceptScore W4366609549C127413603 @default.
• W4366609549 hasConceptScore W4366609549C134306372 @default.
• W4366609549 hasConceptScore W4366609549C135628077 @default.
• W4366609549 hasConceptScore W4366609549C152361515 @default.
• W4366609549 hasConceptScore W4366609549C180016635 @default.
• W4366609549 hasConceptScore W4366609549C182310444 @default.
• W4366609549 hasConceptScore W4366609549C186068551 @default.
• W4366609549 hasConceptScore W4366609549C192562407 @default.
• W4366609549 hasConceptScore W4366609549C195065555 @default.
• W4366609549 hasConceptScore W4366609549C198394728 @default.
• W4366609549 hasConceptScore W4366609549C2524010 @default.
• W4366609549 hasConceptScore W4366609549C33923547 @default.
• W4366609549 hasConceptScore W4366609549C57879066 @default.
• W4366609549 hasConceptScore W4366609549C62520636 @default.
• W4366609549 hasConceptScore W4366609549C66938386 @default.
• W4366609549 hasConceptScore W4366609549C90278072 @default.

• next