Influence of cyclic loading on the deflection development of concrete specimens

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00235112" target="_blank" >RIV/68407700:21110/15:00235112 - isvavai.cz</a>

Result on the web

<a href="http://www.civilengineeringjournal.cz/archive/issues/2015/2015_4/24-4-2015-Goringer.pdf" target="_blank" >http://www.civilengineeringjournal.cz/archive/issues/2015/2015_4/24-4-2015-Goringer.pdf</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.14311/CEJ.2015.04.0024" target="_blank" >10.14311/CEJ.2015.04.0024</a>

Result language

angličtina

Original language name

Influence of cyclic loading on the deflection development of concrete specimens

Original language description

Durability of the structures is one of the most discussed issues of last decades. It is one of the most easily measured properties for analysis during the structural lifetime. Concrete deflections increase over time due to rheological effects (creep andshrinkage) in addition cyclic creep can be observed on the cyclically loaded structures. The deflection increase due to the cyclic creep is not properly quantified. The fatigue damage function presented in this paper provides an analytical solution for the deflection development due to cyclic loading. The evaluation of the deflection is based on the reduction of the initial modulus of elasticity. Main principles of the function are discussed and compared with the standardized approaches for the fatigueassessment. Experimental verification of the fatigue damage function was carried out on reinforced concrete specimens and on prestressed concrete slab. To improve the standardized approaches, the real stress distribution was considered wi

Czech name

—

Czech description

—

Type

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

CEP classification

JN - Civil engineering

OECD FORD branch

—

Project

<a href="/en/project/GA13-30441S" target="_blank" >GA13-30441S: Performace of concrete under severe loading conditions</a><br>

Continuities

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

Publication year

2015

Confidentiality

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

Name of the periodical

Stavební obzor

ISSN

1805-2576

e-ISSN

—

Volume of the periodical

2015

Issue of the periodical within the volume

4

Country of publishing house

CZ - CZECH REPUBLIC

Number of pages

22

Pages from-to

—

UT code for WoS article

—

EID of the result in the Scopus database

—