Strength Analysis of BFRP Rebar Based on Kolmogorov–Smirnov Test and ANOVA Method

Ming Lei Ma; Gui Ling Wang; Dong Mei Miao; Bao Yu Lian

doi:10.4028/www.scientific.net/AMR.598.492

Paper Titles

Dynamic Viscoelastic Properties of SBS Modified Asphalt Based on DSR Testing
p.473

Cracking Simulation of Asphalt Mixtures Using a Finite Element Micromechanical Model
p.477

A Numerical Investigation on Delamination Buckling Behavior in Laminated Composites under Compressive Load
p.484

Characteristics of Component of Steel Slag Sand
p.488

Strength Analysis of BFRP Rebar Based on Kolmogorov–Smirnov Test and ANOVA Method
p.492

Research Advancement of C/C Woodceramics
p.497

Thermal Stress Analysis on Steel Bridge Deck with Epoxy Asphalt Concrete under Low Temperature Based on Viscous-Elastic Method
p.504

Experimental Research of Engineering Properties and Improvement Measures of Ginger-Stone Soil
p.511

Computational Simulations of Dynamic Compaction of Dry Sand
p.516

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 598Strength Analysis of BFRP Rebar Based on...

Strength Analysis of BFRP Rebar Based on Kolmogorov–Smirnov Test and ANOVA Method

Abstract:

A very triditional and comprehensive understanding of the rebars’ static strength is that the strenth followes a normal distribution, no evidence or mathmatic test have adopted to prove that. This paper wants to bring a new idea to analyze the real true result to the former understanding. And finally a six more general distribution forms are used to give a provement which ignored in many strength analyis in China engineering community.During the provement, Fisher test and ANOVA method are studied carefully to suport the KS test.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 598)

Pages:

492-496

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.598.492

Citation:

Cite this paper

Online since:

November 2012

Authors:

Ming Lei Ma, Gui Ling Wang, Dong Mei Miao, Bao Yu Lian

Keywords:

ANOVA, BFRP, Civil Engineering, KS Test, Strength

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] ACI Committee 440. State-of-the-Art Report on Fiber Reinforced Plastic (FRP) Reinforcement for Concrete Structures (440R_96). Copyright (1996)

Google Scholar

[2] Lijuan Cheng and Vistasp M. Karbhari. New bridge systems using FRP composites and concrete: A state-of-the-art review. Prog. Struct. Engng Mater. 2002:149～160

Google Scholar

[3] E.M. Reis, T.K. Hassan S.H. Rizkalla and L. Dickinson. Behavior Of Frp Sandwich Panels For Transportation Infrastructure. Advanced Composite Materials In Bridges And Structures.(2004)

Google Scholar

[4] Hitachi Zosen Corp, Osaka. FRP piping design with the aid of the similarity law. Journal of the Textile Machinery Society of Japan.1987,33(1):16~21

DOI: 10.4188/jte1955.33.16

Google Scholar

[5] Richard E. Chambers, P.E. ASCE Design Standard for Pultruded Fiber-Reinforced-Plastic (FRP) Structures.Journal of Composites for Construction. 1997(1):26~38

DOI: 10.1061/(asce)1090-0268(1997)1:1(26)

Google Scholar

[6] R.A.P. Spencer, B. Harris. Developments in GRP Technology. Applied Science Publishers,London.1983:1~36

Google Scholar

[7] ISIS CANADA.Reinforcing Concrete Structures with Fibre Reinforced Polymers.Design Manual No.3,(2001)

Google Scholar