Experimental Assessment of the Influence of Multiple Cyclic Loading on Selected Properties of Lightweight Concrete-Reference-Cited by-同舟云学术

Experimental Assessment of the Influence of Multiple Cyclic Loading on Selected Properties of Lightweight Concrete

Published:2019-06 Issue: Volume:292 Page:45-49
ISSN:1662-9779
Container-title:Solid State Phenomena
language:
Short-container-title:SSP

Author:

Misák Petr¹,Kocáb Dalibor¹^ORCID,Alexa Martin¹,Kucharczyková Barbara¹,Daněk Petr¹,Halamová Romana¹

Affiliation:

1. Brno University of Technology

Abstract

The paper deals with results of the experiment when ordinary and lightweight concrete was subjected to cyclic loading. Each test specimen was loaded with the force equivalent to one third of the expected compressive strength value similarly to the static modulus of elasticity test with the difference that the total number of loading cycles was nearly 4500. Dynamic modulus of elasticity and compressive strength was measured before and after cyclic loading. The result of this experiment is statistical analysis of the test results and assessment of the influence of multiple cyclic loading.

Publisher

Trans Tech Publications, Ltd.

Subject

Condensed Matter Physics,General Materials Science,Atomic and Molecular Physics, and Optics

Link

https://www.scientific.net/SSP.292.45.pdf

Reference14 articles.

1. A. Neville: Properties of Concrete (Prentice Hall, New Jersey 2012).

2. EN 1992-1-1: Eurocode 2: Design of concrete structures - Part 1-1: General reles and rules for buildings, (2006).

3. P. Misák, D. Kocáb, P. Daněk, B. Kucharczyková and L. Topolář: MATEC Web of Conferences Vol 107 (2017), pp.1-5.

4. EN 12390-13: Testing hardened concrete - Part 13: Determination of secant modulus of elasticity in compression, (2014).

5. EN 12350-5: Testing fresh concrete - Part 5: Flow table test, (2009).