Timber Steel Fiber-Reinforced Concrete Floor Slabs in Fire: Experimental and Numerical Modeling

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00230852" target="_blank" >RIV/68407700:21110/15:00230852 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21720/15:00230852

Výsledek na webu

<a href="http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001182" target="_blank" >http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001182</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001182" target="_blank" >10.1061/(ASCE)ST.1943-541X.0001182</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Timber Steel Fiber-Reinforced Concrete Floor Slabs in Fire: Experimental and Numerical Modeling

Popis výsledku v původním jazyce

Timber-concrete composite floors represent an efficient possibility for strengthening timber beam ceilings and stiffening timber frame structures. The results of this construction method are higher stiffness and load bearing capacity, improved sound insulation, and better fire resistance. Replacing conventional RC with an innovative and efficient material, such as fiber RC, leads to improvements in the construction progress, material properties, and load transfer and to a reduction in the slab thickness. The subject of this paper is the numerical simulation of the behavior of composite timber-fiber concrete floor, consisting of a fiber concrete slab and timber beams. The primary point of this work is to explore the membrane action of the fiber concreteslab with timber beams and investigate the behavior of the load floor structure by using finite-element (FE) models. This paper presents a three-dimensional FE model developed to predict the mechanical behavior of timber-fiber concrete c

Název v anglickém jazyce

Timber Steel Fiber-Reinforced Concrete Floor Slabs in Fire: Experimental and Numerical Modeling

Popis výsledku anglicky

Timber-concrete composite floors represent an efficient possibility for strengthening timber beam ceilings and stiffening timber frame structures. The results of this construction method are higher stiffness and load bearing capacity, improved sound insulation, and better fire resistance. Replacing conventional RC with an innovative and efficient material, such as fiber RC, leads to improvements in the construction progress, material properties, and load transfer and to a reduction in the slab thickness. The subject of this paper is the numerical simulation of the behavior of composite timber-fiber concrete floor, consisting of a fiber concrete slab and timber beams. The primary point of this work is to explore the membrane action of the fiber concreteslab with timber beams and investigate the behavior of the load floor structure by using finite-element (FE) models. This paper presents a three-dimensional FE model developed to predict the mechanical behavior of timber-fiber concrete c

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

—

Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

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

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název periodika

Journal of Structural Engineering

ISSN

0733-9445

e-ISSN

—

Svazek periodika

141

Číslo periodika v rámci svazku

9

Stát vydavatele periodika

US - Spojené státy americké

Počet stran výsledku

14

Strana od-do

—

Kód UT WoS článku

000359939900007

EID výsledku v databázi Scopus

2-s2.0-84939521902