Resistance of Steel-Concrete Composite Beams with Glass-Fibre-Reinforced Concrete Slab

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU102093" target="_blank" >RIV/00216305:26110/12:PU102093 - isvavai.cz</a>

Výsledek na webu

—

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Resistance of Steel-Concrete Composite Beams with Glass-Fibre-Reinforced Concrete Slab

Popis výsledku v původním jazyce

The paper deals with the problems of the theoretical and experimental investigation of load-carrying capacity of steel-concrete composite beams using glass-fibre-concrete (GFC) slab. The paper presents some selected results of the theoretical analysis and experimental verification of the sagging bending moment capacity. Within the framework of the bending moment capacity analysis, the following basic types of beams have been investigated, all composed of 3 different steel IPE cross-sections (IPE 180, IPE 200, IPE 220) and concrete slab: (i) beams with GFC slab without steel reinforcement subjected to sagging bending moment, to verify GFC contribution to the moment capacity; (ii) beams with plain concrete (PC) slab subjected to sagging moment, to compare the cases of (i) and (ii); (iii) beams with GFC slab with steel reinforcement (reduced amount) subjected to sagging moment, to investigate the contribution of GFC together with steel reinforcement to the moment capacity and to compare (

Název v anglickém jazyce

Resistance of Steel-Concrete Composite Beams with Glass-Fibre-Reinforced Concrete Slab

Popis výsledku anglicky

The paper deals with the problems of the theoretical and experimental investigation of load-carrying capacity of steel-concrete composite beams using glass-fibre-concrete (GFC) slab. The paper presents some selected results of the theoretical analysis and experimental verification of the sagging bending moment capacity. Within the framework of the bending moment capacity analysis, the following basic types of beams have been investigated, all composed of 3 different steel IPE cross-sections (IPE 180, IPE 200, IPE 220) and concrete slab: (i) beams with GFC slab without steel reinforcement subjected to sagging bending moment, to verify GFC contribution to the moment capacity; (ii) beams with plain concrete (PC) slab subjected to sagging moment, to compare the cases of (i) and (ii); (iii) beams with GFC slab with steel reinforcement (reduced amount) subjected to sagging moment, to investigate the contribution of GFC together with steel reinforcement to the moment capacity and to compare (

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

—

Projekt

<a href="/cs/project/GA103%2F09%2F0597" target="_blank" >GA103/09/0597: Ocelobetonové tlačené pruty z materiálů vysokých pevností</a><br>

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)<br>S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures

ISBN

981-07-2615-5

ISSN

—

e-ISSN

—

Počet stran výsledku

8

Strana od-do

435-442

Název nakladatele

Research Publishing services. Singapore

Místo vydání

Singapore

Místo konání akce

Singapore

Datum konání akce

2. 7. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—