Strut and Ties Models for Prestressed Steel Fiber Reinforced Concrete Structures

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00220271" target="_blank" >RIV/68407700:21110/14:00220271 - isvavai.cz</a>

Alternative codes found

RIV/68407700:21610/14:00219709

Result on the web

—

DOI - Digital Object Identifier

—

Result language

čeština

Original language name

Náhradní příhradové modely pro předpjaté drátkobetonové konstrukce

Original language description

Strut and Tie models are very good means for calculating the high beams, deep beams, walls or conventional beams exposed to shear or combination of shear and bending. Already a few decades are being developed and applied to concrete structures, but lately in the world there have been attempts to apply them to new material, namely the steel fiber reinforced concrete - ie, the steel fiber reinforced concrete reinforced of the bar reinforcement. While the concrete structures are ties of strut and tie modelreplaced with reinforcement bars, a crucial point of strut and tie model for steel fiber reinforced concrete structures is to determine to what degree the steel fiber reinforced concrete contributes of its tensile strength and then what percentage of the tensile stress (tensile force) transfers designed reinforcement bars.

Czech name

Náhradní příhradové modely pro předpjaté drátkobetonové konstrukce

Czech description

Strut and Tie models are very good means for calculating the high beams, deep beams, walls or conventional beams exposed to shear or combination of shear and bending. Already a few decades are being developed and applied to concrete structures, but lately in the world there have been attempts to apply them to new material, namely the steel fiber reinforced concrete - ie, the steel fiber reinforced concrete reinforced of the bar reinforcement. While the concrete structures are ties of strut and tie modelreplaced with reinforcement bars, a crucial point of strut and tie model for steel fiber reinforced concrete structures is to determine to what degree the steel fiber reinforced concrete contributes of its tensile strength and then what percentage of the tensile stress (tensile force) transfers designed reinforcement bars.

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

—

Project

—

Continuities

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Publication year

2014

Confidentiality

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

Article name in the collection

PhD Workshop - Proceedings

ISBN

978-80-01-05471-0

ISSN

—

e-ISSN

—

Number of pages

6

Pages from-to

—

Publisher name

České vysoké učení technické v Praze, Fakulta stavební

Place of publication

Praha

Event location

Praha

Event date

May 16, 2014

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

—