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ŠIMONOVÁ, H.; KUCHARCZYKOVÁ, B.; HAVLÍKOVÁ, I.; KERŠNER, Z.
Original Title
Relationship between Static and Dynamic Elasticity Modulus Values of Class C30/37 and C45/55 Concrete Specimens
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
This paper presents the values of static and dynamic elasticity modulus of concrete specimens (strength class C30/37 and C45/55). The values of dynamic modulus of elasticity were determined using non-destructive methods, ultrasonic and resonance and the values of static elasticity modulus were obtained from three-point bending fracture tests conducted on beam specimens (100 100 400 mm) with a central edge notch (notch depth 30 mm). The age of specimen sets was 28, approximately 3 months and 159 days. The aim of this paper is comparison of relationship between static and dynamic elasticity modulus values for both above mentioned class of concrete specimens with relationship which is given by Czech Standard.
English abstract
Keywords
Elasticity modulus, concrete, ultrasonic method, resonance method, fracture test.
Key words in English
Authors
RIV year
2013
Released
05.12.2012
Location
Brno
ISBN
978-80-7204-823-6
Book
10th International Conference NDT 2012
Pages from
132
Pages to
137
Pages count
6
BibTex
@inproceedings{BUT98009, author="Hana {Šimonová} and Barbara {Kucharczyková} and Ivana {Havlíková} and Zbyněk {Keršner}", title="Relationship between Static and Dynamic Elasticity Modulus Values of Class C30/37 and C45/55 Concrete Specimens", booktitle="10th International Conference NDT 2012", year="2012", pages="132--137", address="Brno", isbn="978-80-7204-823-6" }