Paper Title:
Load Carrying Capacity of Hybrid FRP-Concrete Composite Pile
  Abstract

In the study, in order to enhance the durability and constructability of the pile foundation, hybrid FRP-concrete composite pile is developed and its applicability considering construction is discussed. Existing FRP-concrete composite pile is consisted of concrete pile and filament winding FRP wound outside of the pile. To improve the axial and transverse load carrying capacities longitudinal reinforcement is also needed additionally, and hence a new type hybrid FRP-concrete composite pile (HCFFT) is suggested. A new type HCFFT which is composed of pultruded FRP, filament winding FRP, and concrete filled inside of the FRP tube is proposed to improve compressive strength as well as flexural strength of the HCFFT pile. The load carrying capacity of proposed HCFFT pile is evaluated and discussed based on the result of experimental and theoretical investigations.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
1165-1172
DOI
10.4028/www.scientific.net/AMR.250-253.1165
Citation
J. S. Park, S. S. Lee, J. H. Nam, I. K. Kang, D. J. An, S. J. Yoon, "Load Carrying Capacity of Hybrid FRP-Concrete Composite Pile", Advanced Materials Research, Vols. 250-253, pp. 1165-1172, 2011
Online since
May 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Jing Si Huo, Guo Wang Huang, Yan Xiao
Abstract:This paper experimentally investigated the effects of axial load level on the residual strength and stiffness of concrete-filled steel...
769
Authors: Yan Kun Zhang, Xiao Hu Li, Pan Zhang
Chapter 1: High Strength High Performance Materials and New Structural System
Abstract:Based on the experiment, the splitting tensile strength and axial tensile strength of specified density steel fiber concrete are studied. The...
330