The Method of the R Part Calculation in Dry Scarf Connection of FPC Frame

Abstract:

Article Preview

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:

Edited by:

Xuejun Zhou

Pages:

1188-1191

DOI:

10.4028/www.scientific.net/AMM.94-96.1188

Citation:

X. H. Huang et al., "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:

$35.00

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

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