Assessment of the Influence of Multiple Cyclic Loading on the Static Modulus of Elasticity of Hardened Concrete

Petr Misák; Petr Daněk; Dalibor Kocáb; Michaela Potočková; Bronislava Moravcová; Libor Topolář

doi:10.4028/www.scientific.net/SSP.259.21

Paper Titles

Preface, Scientific Committee

Methods Considering the Concrete Creep due to Shrinkage
p.3

Non-Destructive and Destructive Monitoring Methods of Fibre Concrete Homogeneity
p.9

Determination of Surface Roughness Parameters by Optical Profilometry and Sand Patch Test
p.15

Assessment of the Influence of Multiple Cyclic Loading on the Static Modulus of Elasticity of Hardened Concrete
p.21

Experimental Analysis of the Proposed Watertight Steel Fibre Concrete
p.25

Hybrid Cements with Non Silicate Activators
p.30

Modulus of Elasticity in Tension for Concrete and Fibre Reinforced Concrete
p.35

Mixing of Concretes with Extremely Low Water-Cement Ratio
p.41

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Assessment of the Influence of Multiple Cyclic Loading on the Static Modulus of Elasticity of Hardened Concrete

Abstract:

This paper deals with determining the dependence of the value of the static modulus of elasticity of concrete in compression on the number of loading cycles. The deformation of specimens during multiple cyclic loading was measured in the elastic region of the stress-strain curve for concrete. The specimens were subjected to up to 1500 loading cycles. The main goal of the experiment was to ascertain whether the multiple cyclic loading causes significant changes in the static modulus of elasticity.

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Periodical:

Solid State Phenomena (Volume 259)

Pages:

21-24

DOI:

https://doi.org/10.4028/www.scientific.net/SSP.259.21

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Online since:

May 2017

Authors:

Petr Misák*, Petr Daněk, Dalibor Kocáb, Michaela Potočková, Bronislava Moravcová, Libor Topolář

Keywords:

Concrete, Modulus of Elasticity, Multiple Cyclic Loading

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References

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