Journal of Structural and Construction Engineering (Transactions of AIJ)
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
EVALUATION OF ULTIMATE BENDING STRENGTH AND DEFORMATION CAPACITY AT CONCRETE FILLED PART OF STEEL PIPE PILE
Toshiharu HIROSEYoshitaka YANAGIKazuomi ICHIKAWAKimitoshi TAKANOYoshihiro KIMURA
Author information
JOURNAL FREE ACCESS

2022 Volume 87 Issue 798 Pages 737-748

Details
Abstract

At the pile head part of a steel pipe pile, commonly a structure called slip prevention stoppers are attached to the inner surface of steel pipe pile in multiple steps, and filled with concrete in the pile body. However, there are no reports on experimentally verifying the structural performance of this structure. In this paper, we have confirmed the integration of steel pipe pile and filled concrete, ultimate bending strength and deformation capacity. We propose a method to calculate the ultimate bending strength and deformation capacity at the pile head part of steel pipe pile and show its validity.

Content from these authors
© 2022, Architectural Institute of Japan
Previous article Next article
feedback
Top