Viscoelastic Behaviour of Composite Piles Used in the Construction of Quays

Home Page
About
Submit A Journal
Submit A Conference
Submit Paper/Book
- Submit a Preprint
- Submit a Book
Contact

Turkish Journal of Engineering and Environmental Sciences
Volume:26 Issue:5
Viscoelastic Behaviour of Composite Piles Used in the Construction of Quays

Viscoelastic Behaviour of Composite Piles Used in the Construction of Quays

Authors : M Hilmi ACAR

Pages : 419-428

View : 16 | Download : 10

Publication Date : 0000-00-00

Article Type : Research Paper

Abstract :The purpose of this study was to investigate the viscoelastic behaviour of a concrete-filled steel tube pile with circular section used in quay constructions under long-term steady load. Deformations that depend on time are important for designing this type of pile. In order to determine these deformations, an experimental study was done on a real size pile. Variations in deformations were observed over seven months. The observed deformations were compared with the calculated deformations according to the proposed calculation methods. The experimental results and calculated results were in agreement. A creep coefficient was determined for long-term behaviour calculations.
Keywords : Pile, Creep, Shrinkage, Numerical analysis, Strain, Stress

ORIGINAL ARTICLE URL

VIEW PAPER (PDF)

* There may have been changes in the journal, article,conference, book, preprint etc. informations. Therefore, it would be appropriate to follow the information on the official page of the source. The information here is shared for informational purposes. IAD is not responsible for incorrect or missing information.