Concrete-to-concrete interface shear behavior: Literature and Design Codes Review

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU113989" target="_blank" >RIV/00216305:26110/15:PU113989 - isvavai.cz</a>

Result on the web

—

DOI - Digital Object Identifier

—

Result language

angličtina

Original language name

Concrete-to-concrete interface shear behavior: Literature and Design Codes Review

Original language description

In this paper, extensive literature overview of concrete-to-concrete interface shear resistance is presented, from the earliest researchers, up to the most recent studies. Major design codes are also reviewed, including the newestfib Model Code 2010 which represents a huge milestone in shear resistance design. Design expressions for two critical limit situations are also shown and described. After over 50 years of research and several hundred shear tests performed, it could be seemed that the phenomenonof concrete-to-concrete interface load transfer has been extensively investigated. Still, further research is required to address some specifics, of which some crucial are discussed in this paper.

Czech name

—

Czech description

—

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

—

Project

<a href="/en/project/FR-TI4%2F159" target="_blank" >FR-TI4/159: Light structures - progressive constructions from advanced composite materials</a><br>

Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2015

Confidentiality

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

Article name in the collection

MLADÝ VĚDEC 2015

ISBN

978-80-553-1988-9

ISSN

—

e-ISSN

—

Number of pages

8

Pages from-to

1-8

Publisher name

Neuveden

Place of publication

Jasná, Slovakia

Event location

Jasná

Event date

Apr 8, 2015

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

—