Influence of the gripping fixture on the modified compact tension test results: Evaluation of the experiments on cylindrical concrete specimens

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68081723%3A_____%2F15%3A00454460" target="_blank" >RIV/68081723:_____/15:00454460 - isvavai.cz</a>

Alternative codes found

RIV/00216305:26110/15:PU117342

Result on the web

<a href="http://dx.doi.org/10.1515/tvsb-2015-0010" target="_blank" >http://dx.doi.org/10.1515/tvsb-2015-0010</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1515/tvsb-2015-0010" target="_blank" >10.1515/tvsb-2015-0010</a>

Result language

angličtina

Original language name

Influence of the gripping fixture on the modified compact tension test results: Evaluation of the experiments on cylindrical concrete specimens

Original language description

The modified compact tension test (MCT) might become in the future a stable test configuration for the evaluation of fracture-mechanics parameters or also for description of fatigue behavior of composites materials such as concrete. Core drilling is usedfor sampling of existing structures. These samples have cylindrical shape with the selected thickness to avoid the stress concentration. This contribution focuses on the evaluation of the fracture behavior during static and quasi static tests. Static tests are performed on standard specimen with diameter 150 mm and length 300 mm. The quasi-static tests are performed using two different gripping fixtures. The results for quasi-static tests are represented as L-COD diagrams (i.e. load vs. crack opening displacement) measured on the loading axis. The comparison of results and discussion of advantages and disadvantages are introduced.

Czech name

—

Czech description

—

Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JL - Fatigue and fracture mechanics

OECD FORD branch

—

Project

<a href="/en/project/GA13-18870S" target="_blank" >GA13-18870S: Assessment and Prediction of the Concrete Cover Layers Durability</a><br>

Continuities

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Publication year

2015

Confidentiality

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

Name of the periodical

Transactions of the VŠB - Technical University of Ostrava, Construction Series

ISSN

1804-4824

e-ISSN

—

Volume of the periodical

15

Issue of the periodical within the volume

2

Country of publishing house

CZ - CZECH REPUBLIC

Number of pages

11

Pages from-to

—

UT code for WoS article

—

EID of the result in the Scopus database

—