Using of the Design Assisted by Testing Method in case of the Experimental Verification of the Load-Carrying Capacity of Expansion Anchors

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU118598" target="_blank" >RIV/00216305:26110/16:PU118598 - isvavai.cz</a>

Výsledek na webu

—

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Using of the Design Assisted by Testing Method in case of the Experimental Verification of the Load-Carrying Capacity of Expansion Anchors

Popis výsledku v původním jazyce

In this paper they are described the information about an evaluation of the test results in case of an experimental research which was focused on a selected type of the steel mechanical fasteners to concrete under a tension loading. Generally, problems of an anchoring it is one of the most important parts of a design and realization in civil engineering from the basic building constructions to the bridges or high-rise buildings. In this event they are used especially two systems of steel fasteners. At first they are so called cast-in-place members (mostly the usual anchor bolts) and secondly, they are used post-installed anchors, which can be the expansion or the bonded ones, where both of them have their own advantages, disadvantages, their specific characteristics as well as the actual behaviour under different loading. However, this paper is oriented only to the verification of mean and design values of load-carrying capacity of the steel post-installed mechanical expansion anchors to concrete subjected to a monotonic and repeated tension loading.

Název v anglickém jazyce

Using of the Design Assisted by Testing Method in case of the Experimental Verification of the Load-Carrying Capacity of Expansion Anchors

Popis výsledku anglicky

In this paper they are described the information about an evaluation of the test results in case of an experimental research which was focused on a selected type of the steel mechanical fasteners to concrete under a tension loading. Generally, problems of an anchoring it is one of the most important parts of a design and realization in civil engineering from the basic building constructions to the bridges or high-rise buildings. In this event they are used especially two systems of steel fasteners. At first they are so called cast-in-place members (mostly the usual anchor bolts) and secondly, they are used post-installed anchors, which can be the expansion or the bonded ones, where both of them have their own advantages, disadvantages, their specific characteristics as well as the actual behaviour under different loading. However, this paper is oriented only to the verification of mean and design values of load-carrying capacity of the steel post-installed mechanical expansion anchors to concrete subjected to a monotonic and repeated tension loading.

Druh

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/LO1408" target="_blank" >LO1408: AdMaS UP - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

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

Rok uplatnění

2016

Kód důvěrnosti údajů

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

Název periodika

International Journal of Mechanics

ISSN

1998-4448

e-ISSN

—

Svazek periodika

10

Číslo periodika v rámci svazku

1

Stát vydavatele periodika

US - Spojené státy americké

Počet stran výsledku

8

Strana od-do

227-234

Kód UT WoS článku

—

EID výsledku v databázi Scopus

2-s2.0-84964078789