Flexural Behavior (Load-Strain Curve) of Reinforced Concrete Beams Covered by Gypsum Layers and Exposed to Elevated Temperatures

Raid Sattar Warwar; Abdul Muttalib I. Said

doi:10.4028/p-2akan9

Paper Titles

Applying FCCCD Response Surface Method in Studying the Cutting Power of Wood Materials
p.25

Inhibition Effect of Aminophen Fluid Derivative on the Corrosion of 1070 Aluminum
p.35

Gravimetric and Statistical Analysis of Combined Protection Performance of Lavandula latifolia and Ricinus communis on Low Carbon Steel
p.43

Gravimetric and Statistical Data Analysis of the Protection Performance of Aloe vulgaris and Nicotiana tabacum Leaf Extracts on 1070 Aluminum and Mild Steel
p.53

Flexural Behavior (Load-Strain Curve) of Reinforced Concrete Beams Covered by Gypsum Layers and Exposed to Elevated Temperatures
p.63

Predicting Effective Parameters in Cyclic Behavior of Reinforced Masonry Walls with Shotcrete Using Artificial Neural Networks
p.71

A Review on Mechanical Properties of Deformation Mechanism of Tubular Nanostructures: Molecular Dynamics Simulations
p.79

Methods of Modeling Contact between Concrete and Fiber Concrete
p.87

Stiffness Modulus of Aged Asphalt Mixtures
p.93

HomeSolid State PhenomenaSolid State Phenomena Vol. 329Flexural Behavior (Load-Strain Curve) of...

Flexural Behavior (Load-Strain Curve) of Reinforced Concrete Beams Covered by Gypsum Layers and Exposed to Elevated Temperatures

Abstract:

The paper presents the results of exposure of normal concrete to elevated temperatures (400 and 700) °C covered by layers (gypsum and plaster) with different thicknesses (10 and 20) mm. Through the figures shown in the paper, which were obtained from the experimental side of the research, the load-strain curves improved when the gypsum thickness increased during the specimens' exposure to fire. Where the relationship between them at a temperature of 400°C in a thickness of 20 mm was better than 10 mm when exposed to fire, so by increasing the thickness of the gypsum, the occurrence of strain is less because it protects the surface of the concrete from direct exposure to heat and thus prevents the occurrence of cracks in the outer surface of the concrete.

You might also be interested in these eBooks

International Symposium on Advanced Material Research V

View Preview

Info:

Periodical:

Solid State Phenomena (Volume 329)

Pages:

63-69

DOI:

https://doi.org/10.4028/p-2akan9

Citation:

Cite this paper

Online since:

March 2022

Authors:

Raid Sattar Warwar*, Abdul Muttalib I. Said

Keywords:

Beam, Fire Flame, Load-Strain Curve, Temperature

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Izzet, A.F. and Al-Dulffy, Z.H., 2018. Effect of high temperature (fire flame) on the behavior of post-tensioned concrete beams. Association of Arab Universities Journal of Engineering Sciences, 25(3), pp.49-68.

Google Scholar

[2] Sarsam, K.F. and Mohammed, M.H., 2014. Flexural strength of hybrid beams containing reactive powder concrete and conventional concrete. Journal of Engineering and Development, 18(5), pp.61-91.

Google Scholar

[3] AL-Saraj, W.K., 2013. Structural behavior of reinforced reactive powder concrete t-beams under pure torsion. Ph.D. Thesis, University of Mustansiriayah, Iraq.

Google Scholar

[4] Al-Shafii, N.T.H., 2013. Shear behavior of reactive powder concrete T-beams. Ph.D. Thesis, University of Mustansiriayah, Iraq.

Google Scholar

[5] Iraqi Specification, No.5, 1984. Portland cement. (Translator from Arabic).

Google Scholar

[6] Iraqi Specification, No.45, 1984. Aggregate from natural sources for concrete and construction. pp-320. (Translated from Arabic).

Google Scholar

[7] Iraqi Specification, 1988. Physical examinations of juss for construction. Central Organization for Standardization and Quality Control No. 27.

Google Scholar

[8] Iraqi Specification, No. 28, 2010. Juss for construction. Central Organization for Standardization and Quality Control.

Google Scholar

[9] ASTM E-119, 2017. Standard test methods for fire tests of building construction and materials.

Google Scholar