The slip of steel-concrete composite continuous beam

Title: The slip of steel-concrete composite continuous beam
Author(s): L. Jiang, Z. Yu, J. Li
Paper category : conference
Book title: International Conference on Advances in Concrete and Structures
Editor(s): Ying-shu Yuan, Surendra P. Shah and Heng-lin Lü
Print-ISBN: 2-912143-41-1
e-ISBN: 2351580176
Publisher: RILEM Publications SARL
Publication year: 2003
Pages: 1396 - 1403
Total Pages: 8
Nb references: 9
Language: English

This paper reports the test results of the interface slip distribution laws of six two-span steel-concrete composite continuous beams (SCCCB) under two points symmetry concentrated loads. By means of elastic interlayer supposition, the relative differential equations of the axial forces and slip of composite beams are obtained. The computational interface slip distribution along two SCCCB using the formulas under different concentration loads is shown, which are compared with its corresponding test results. The formulas of interface slips will benefit engineering designers and provide the theory for the Finite Element analysis of ultimate load bearing capacity of SCCCB.

Online publication: 2003-08-10
Publication type : full_text
Public price (Euros): 0.00

>> You must be connected to view the paper. You can register for free if you are not a member