Paper Title:
The Method of the R Part Calculation in Dry Scarf Connection of FPC Frame
  Abstract

Different failure mechanism of dry scarf connection is decomposed into its end of the beam as a whole destruction of inclined cracks, R part of partial compression damage, destruction of inclined cracks, vertical shear damage and concave corner of the tensile damage in five forms, and describes the destruction of time corresponding to the six kinds of fracture morphology. This paper gives the R part constructed and reinforced concrete way. R part of the connection non-linear finite element analysis of level-load, compared to the relevant test results, verify the theoretical calculation method proposed in this paper. The proposed method of calculation for the corresponding FPC frame of dry scarf connection, designed to connect R to provide a useful reference.

  Info
Periodical
Chapter
Chapter 2: Monitoring and Control of Structures
Edited by
Xuejun Zhou
Pages
1188-1191
DOI
10.4028/www.scientific.net/AMM.94-96.1188
Citation
X. H. Huang, X. J. Zhu, S. T. Liang, S. L. Jiang, "The Method of the R Part Calculation in Dry Scarf Connection of FPC Frame", Applied Mechanics and Materials, Vols. 94-96, pp. 1188-1191, 2011
Online since
September 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: Jun Li Luo, Zhi Sheng Xu, Jun Li, Ji Hao Yang
Abstract:To improve the calculation precision of deformation in prestressed concrete bridge in passenger dedicated line and accurately predict the...
3998
Authors: Hyo Jin Yun, Hyun Ki Choi, Chang Sik Choi
Chapter 2: Structural Engineering
Abstract:In this study, 2D finite-element study was performed to evaluate the lap spliced length of GFRP rebar of concrete beam designed according to...
799
Authors: Imohamed Ali, Abdul Aziz Abdul Samad, Noridah Mohamad, Ghusen Al-Kafri, Ahamad Mohmmed
Chapter 5: Fatigue and Fracture Mechanics
Abstract:This research presents an experimental study related to the shear behavior of simply supported reinforced concrete beams reinforced with...
603