Design of Composite Slabs with Prepressed Embossments Using Small-scale Tests

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU110133" target="_blank" >RIV/00216305:26110/15:PU110133 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1002/suco.201400042" target="_blank" >http://dx.doi.org/10.1002/suco.201400042</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1002/suco.201400042" target="_blank" >10.1002/suco.201400042</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Design of Composite Slabs with Prepressed Embossments Using Small-scale Tests

Popis výsledku v původním jazyce

The load bearing capacity of steel and concrete composite slabs using thin-walled steel sheeting with prepressed embossments is in most cases determined by its resistance in longitudinal shear. The designing of composite slabs still requires the performance of full-scale laboratory bending tests. Small-scale shear tests cannot include all of the influences affecting the bended slab but using an appropriate procedure the shear characteristics obtained from them can be used for determining the bending capacity of the slab. Two such procedures are compared in this paper. End constraints effectively increase the load bearing capacity of the composite slabs. Two different types of easily assembled additional end constraints are also tested and compared in this paper. Small-scale tests are used to obtain their shear bearing characteristics and to predict the load bearing capacity of bended slabs using these constraints.

Název v anglickém jazyce

Design of Composite Slabs with Prepressed Embossments Using Small-scale Tests

Popis výsledku anglicky

The load bearing capacity of steel and concrete composite slabs using thin-walled steel sheeting with prepressed embossments is in most cases determined by its resistance in longitudinal shear. The designing of composite slabs still requires the performance of full-scale laboratory bending tests. Small-scale shear tests cannot include all of the influences affecting the bended slab but using an appropriate procedure the shear characteristics obtained from them can be used for determining the bending capacity of the slab. Two such procedures are compared in this paper. End constraints effectively increase the load bearing capacity of the composite slabs. Two different types of easily assembled additional end constraints are also tested and compared in this paper. Small-scale tests are used to obtain their shear bearing characteristics and to predict the load bearing capacity of bended slabs using these constraints.

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

—

OECD FORD obor

20101 - Civil 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)<br>S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název periodika

Structural Concrete

ISSN

1464-4177

e-ISSN

1751-7648

Svazek periodika

16

Číslo periodika v rámci svazku

1

Stát vydavatele periodika

DE - Spolková republika Německo

Počet stran výsledku

12

Strana od-do

137-148

Kód UT WoS článku

000350502900013

EID výsledku v databázi Scopus

2-s2.0-84924036540