Experimental Research of the Influence of the Ratio of the Longitudinal Reinforcement for Behavior of the Narrow Three-Span Reinforced Concrete Slabs

Miroslaw Wieczorek

doi:10.1016/j.proeng.2017.05.397

Experimental Research of the Influence of the Ratio of the Longitudinal Reinforcement for Behavior of the Narrow Three-Span Reinforced Concrete Slabs

Miroslaw Wieczorek

Katedra Konstrukcji Budowlanych (RB/RB2)

Wyniki badań: Wkład do czasopisma › Artykuł z konferencji › recenzja

Abstrakt

The paper presents the results of an experimental research of four three-span models of reinforced concrete strips with the dimensions of 7140×500×190 mm. The aim of the research was to demonstrate the influence of the ratio of longitudinal reinforcement on the load-bearing capacity and the mechanism of destruction. The paper contains the description of the experimental stand and models along with the results of experimental tests which were compared with the results of the calculations based on traditional methods.

Język oryginału	angielski
Strony (od–do)	684-690
Liczba stron	7
Czasopismo	Procedia Engineering
Tom	190
Identyfikatory DOI	https://doi.org/10.1016/j.proeng.2017.05.397
Status publikacji	Opublikowano - 2017
Wydarzenie	3rd International Conference on Structural and Physical Aspects of Construction Engineering, SPACE 2016 - Bratislava, Słowacja Czas trwania: 9 lis 2016 → 11 lis 2016

Obszary tematyczne ASJC Scopus

Inżynieria ogólna

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10.1016/j.proeng.2017.05.397

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title = "Experimental Research of the Influence of the Ratio of the Longitudinal Reinforcement for Behavior of the Narrow Three-Span Reinforced Concrete Slabs",

abstract = "The paper presents the results of an experimental research of four three-span models of reinforced concrete strips with the dimensions of 7140{\texttimes}500{\texttimes}190 mm. The aim of the research was to demonstrate the influence of the ratio of longitudinal reinforcement on the load-bearing capacity and the mechanism of destruction. The paper contains the description of the experimental stand and models along with the results of experimental tests which were compared with the results of the calculations based on traditional methods.",

keywords = "failure stage, progressive collapse, reinforced concrete structure, slab structures, steel with high ductility",

author = "Miroslaw Wieczorek",

note = "Publisher Copyright: {\textcopyright} 2017 The Authors.; 3rd International Conference on Structural and Physical Aspects of Construction Engineering, SPACE 2016 ; Conference date: 09-11-2016 Through 11-11-2016",

year = "2017",

doi = "10.1016/j.proeng.2017.05.397",

language = "English",

volume = "190",

pages = "684--690",

journal = "Procedia Engineering",

issn = "1877-7058",

publisher = "Elsevier Ltd.",

}

TY - JOUR

T1 - Experimental Research of the Influence of the Ratio of the Longitudinal Reinforcement for Behavior of the Narrow Three-Span Reinforced Concrete Slabs

AU - Wieczorek, Miroslaw

PY - 2017

Y1 - 2017

N2 - The paper presents the results of an experimental research of four three-span models of reinforced concrete strips with the dimensions of 7140×500×190 mm. The aim of the research was to demonstrate the influence of the ratio of longitudinal reinforcement on the load-bearing capacity and the mechanism of destruction. The paper contains the description of the experimental stand and models along with the results of experimental tests which were compared with the results of the calculations based on traditional methods.

AB - The paper presents the results of an experimental research of four three-span models of reinforced concrete strips with the dimensions of 7140×500×190 mm. The aim of the research was to demonstrate the influence of the ratio of longitudinal reinforcement on the load-bearing capacity and the mechanism of destruction. The paper contains the description of the experimental stand and models along with the results of experimental tests which were compared with the results of the calculations based on traditional methods.

KW - failure stage

KW - progressive collapse

KW - reinforced concrete structure

KW - slab structures

KW - steel with high ductility

UR - https://www.scopus.com/pages/publications/85020687801

U2 - 10.1016/j.proeng.2017.05.397

DO - 10.1016/j.proeng.2017.05.397

M3 - Conference article

AN - SCOPUS:85020687801

SN - 1877-7058

VL - 190

SP - 684

EP - 690

JO - Procedia Engineering

JF - Procedia Engineering

T2 - 3rd International Conference on Structural and Physical Aspects of Construction Engineering, SPACE 2016

Y2 - 9 November 2016 through 11 November 2016

ER -

Experimental Research of the Influence of the Ratio of the Longitudinal Reinforcement for Behavior of the Narrow Three-Span Reinforced Concrete Slabs

Abstrakt

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