Behaviour of Different Types of Concrete under Impact and Quasi-static Loading

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00210810" target="_blank" >RIV/68407700:21110/14:00210810 - isvavai.cz</a>

Result on the web

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.486.295" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.486.295</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.486.295" target="_blank" >10.4028/www.scientific.net/AMM.486.295</a>

Result language

angličtina

Original language name

Behaviour of Different Types of Concrete under Impact and Quasi-static Loading

Original language description

This paper describes mixture formulation of Ultra High Performance Fibre Reinforced Concrete (UHPFRC) with 2% of fibres by volume and its response to quasi-static and dynamic impact loading. The UHPFRC mixture was prepared using locally available constituents and no special curing or mixing methods were used for its production. In addition, the mechanical parameters of three other types of concrete, i.e. normal strength concrete (NSC), fibre reinforced concrete (FRC) and high performance concrete (HPC)is compared. The main properties assessed throughout the experimental work are compressive, flexural and direct tensile strength as well as response of tested concretes to impact flexural loading. The impact loading is produced by a vertically falling weight of 24 kg from the height of 1 m on concrete prisms. The strain rate increase corresponds to low-velocity impacts such as vehicle crash or falling rocks. Compressive strength of UHPFRC exceeded 130 MPa and its direct tensile strength

Czech name

—

Czech description

—

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

—

Project

<a href="/en/project/GAP104%2F12%2F0791" target="_blank" >GAP104/12/0791: Fiber-Reinforced Cement Composites for High-Temperature Applications</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2014

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Experimental Stress Analysis 51

ISBN

978-3-03785-977-3

ISSN

1660-9336

e-ISSN

—

Number of pages

6

Pages from-to

295-300

Publisher name

Trans Tech Publications

Place of publication

Uetikon-Zurich

Event location

Litoměřice

Event date

Jun 11, 2013

Type of event by nationality

EUR - Evropská akce

UT code for WoS article

000335709900054