Experimental and Computer Researches of Ferroconcrete Beams at High-Temperature Influences

Yurii Otrosh; Mykola Surianinov; Oleksandr Holodnov; Olena Starova

doi:10.4028/www.scientific.net/MSF.968.355

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Formation of Technological Damage of Building Constructions by Regulation of Deformations
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Results of Numerical Modeling the Stress-Strain State of Damaged Reinforced Concrete Columns in the Middle Row of the Industrial Building
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Features of the Design of Steel Frame Structures in India for Seismic Areas
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Experimental and Computer Researches of Ferroconcrete Beams at High-Temperature Influences
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Experimental and Computer Researches of Ferroconcrete Floor Slabs at High-Temperature Influences
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Influence of Structural Characteristics on Concrete Strength under Dynamic Effects
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Nonlinear Dynamic Analysis of a Reinforced Concrete Frame by the Boundary Element Method
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The Dynamic Problem of Torsion by a Rigid Shaft of a Nonhomogeneous Half-Space
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HomeMaterials Science ForumMaterials Science Forum Vol. 968Experimental and Computer Researches of...

Experimental and Computer Researches of Ferroconcrete Beams at High-Temperature Influences

Abstract:

The paper presents experimental and computer researches of ferroconcrete beams at high-temperature influences. There were conducted the experimental fire tests of ferroconcrete beams. The most promising way of verifying these experimental research data is computer simulation of structures, also during a fire. In order to evaluate the quality of the experiment and the reliability of the received temperature distribution, there was conducted a computer simulation of the ferroconcrete beam in the ANSYS R.17.1 software complex. There were conducted a comparative analysis of the results of experimental studies and numerical analysis. The results confirm that the method of conducted experimental research and computer simulation with further numerical analysis can be recommended for practical application.

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Periodical:

Materials Science Forum (Volume 968)

Pages:

355-360

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.968.355

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Online since:

August 2019

Authors:

Yurii Otrosh*, Mykola Surianinov, Oleksandr Holodnov, Olena Starova

Keywords:

ANSYS Workbench, Critical Temperature, Experimental Researches, Ferroconcrete Beam, Fire Resistance Limit, High-Temperature Influences

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