Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/53469
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Type: Journal article
Title: FRP retrofitted RC slabs using finite difference model
Author: Wu, C.
Oehlers, D.
Whittaker, A.
Citation: Tianjin University. Transactions, 2008; 14(5):344-347
Publisher: Tianjin Daxue
Issue Date: 2008
ISSN: 1006-4982
1995-8196
Statement of
Responsibility: 
Chengqing Wu, Deric John Oehlers and Andrew Whittaker
Abstract: Current guidelines recommend using single-degree-of-freedom(SDOF) method for dynamic analysis of reinforced concretec (RC) structures against blast loads, which is not suitable for retrofitted members. Thus, a finite difference procedure developed in another study was used to accurately and efficiently analyze the dynamic response of fibre reinforced polymer (FRP) plated members under blast loads. It can accommodate changes in the mechanical properties of a member’s cross section along its length and through its depth in each time step, making it possible to directly incorporate both strain rate effects (which will vary along the length and depth of a member) and non-uniform member loading to solve the partial differential equation of motion. The accuracy of the proposed method was validated in part using data from field blast testing. The finite difference procedure is implemented easily and enables accurate predictions of FRP-platedmember response.
Keywords: finite difference analysis; blast loads; retrofit; slab
Description: © 2008 Springer. Part of Springer Science+Business Media
RMID: 0020083709
DOI: 10.1007/s12209-008-0058-y
Appears in Collections:Civil and Environmental Engineering publications

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