GFRP Bar: Determining Tensile Strength with Bending Test

Ana Almerich-Chuliá; E. Fenollosa; I. Cabrera

doi:10.4028/www.scientific.net/AMR.1083.90

Paper Titles

Surface Modification of SKD 61 by Electrical Discharge Coating (EDM/EDC) with Multilayer Rectangular Cross-Section Electrode and Jatropha curcas as Dielectric Fluid
p.69

The Regular Pattern of Demagnetizing Factor Behaviour of Various ‘Cores’ of Granule-Ball Chains
p.75

Determination of Nitrophenol Isomers in Water
p.80

RP-HPLC-UV Method for Simultaneous Determination of Isoflavonoids in Huangqi Gegen and its Markted Formulations
p.84

GFRP Bar: Determining Tensile Strength with Bending Test
p.90

Research on Parameter Optimization of Mixed Gas IR SVM Calibration Model
p.97

Measurement of Thermo-Radiation Characteristics of IR Window Materials
p.104

Accurate Measurement on Cross Sectional Area of Single Filaments Using a Desktop SEM
p.111

A Research on High-Precision Strain Measurement Based on FBG with Temperature Compensation
p.121

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1083GFRP Bar: Determining Tensile Strength with...

GFRP Bar: Determining Tensile Strength with Bending Test

Abstract:

In order to obtain GFRP reinforcement bars it is necessary to undertake tests regulated code which require important mechanical tools. This paper presents a method which allows for determining GFRP rebars tensile strength value from their flexural strength value which has been obtained with a simple, inexpensive and reliable test. This method results will be verified by applying it to values obtained in a series of bending tests and comparing these results with values obtained in tensile tests. Values concordance for small diameter GFRP rebars is very good.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 1083)

Pages:

90-96

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1083.90

Citation:

Cite this paper

Online since:

January 2015

Authors:

Ana Almerich-Chuliá*, E. Fenollosa, I. Cabrera

Keywords:

Bending, GFRP Bar, Strength, Tension

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] A.I. Almerich Chulia. Diseño, según Estados Limites, de Estructuras de Hormigon Armado Con Redondos de Fibra de Vidrio GFRP,. Thesis, Universidad Politecnica de Valencia, Valencia, Spain (2010).

DOI: 10.4995/thesis/10251/9744

Google Scholar

[2] UNE 83306: 1985 Concrete tests. Indirect tension failure (Brazilian test).

Google Scholar

[3] UNE-EN 14651: 2007+A1: 2008. Test method for concrete with metallic fibers. Tensile strength determining by means of bending test (Limit of Proportionality (LOP), residual strength).

DOI: 10.3403/30092475

Google Scholar

[4] UNE-EN ISO 178 Plastics: Flexural properties determining.

Google Scholar

[5] UNE-EN 13706-2: 2003. Reinforced plastics composites - Specifications for pultruded profiles - Part 2: Methods of test and general requirements.

DOI: 10.3403/02689063

Google Scholar

[6] UNE 66040: 2003 Statistical interpretation of test results. Estimation of the mean. Confidence interval.

Google Scholar

[7] A.I. Almerich-Chulia et al., Innovative Design of GFRP Bars for Concrete Structures,. Advanced Materials Research, 457-458, 553 (2012).

DOI: 10.4028/www.scientific.net/amr.457-458.553

Google Scholar