Please use this identifier to cite or link to this item: http://cmuir.cmu.ac.th/jspui/handle/6653943832/62971
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dc.contributor.authorC. Buacharten_US
dc.contributor.authorC. Hansapinyoen_US
dc.date.accessioned2018-12-14T03:55:10Z-
dc.date.available2018-12-14T03:55:10Z-
dc.date.issued2018-11-15en_US
dc.identifier.issn1757899Xen_US
dc.identifier.issn17578981en_US
dc.identifier.other2-s2.0-85057293366en_US
dc.identifier.other10.1088/1757-899X/431/11/112010en_US
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85057293366&origin=inwarden_US
dc.identifier.urihttp://cmuir.cmu.ac.th/jspui/handle/6653943832/62971-
dc.description.abstract© 2018 Institute of Physics Publishing. All rights reserved. This research work presents the adoption of proposed displacement based finite element model so-called nodal exact finite element to solve dynamic response of axially loaded pile. The pile is assumed to be circular cross section embedded in elastic soil. The shape functions satisfy homogeneous differential equation of uniform elasto-dynamic bar was constructed. The stiffness and mass matrices for axially loaded pile are then formulated using energy principle, incorporate with proposed shape function. The dynamic response parameters, such as dynamic pile-head stiffness and damping of pile's axial vibration were computed from proposed finite element model by iterative procedure. Illustrative examples show fairly accurate results and demonstrate an effectiveness of proposed finite element compared with available analytical solutions from literatures.en_US
dc.subjectEngineeringen_US
dc.subjectMaterials Scienceen_US
dc.titleAnalysis of dynamic response of axially loaded pile using nodal exact finite element modelen_US
dc.typeConference Proceedingen_US
article.title.sourcetitleIOP Conference Series: Materials Science and Engineeringen_US
article.volume431en_US
article.stream.affiliationsChiang Mai Universityen_US
Appears in Collections:CMUL: Journal Articles

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