Design and analysis of timber-concrete-based civil structures and its applications: A brief review

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62156489%3A43410%2F23%3A43924064" target="_blank" >RIV/62156489:43410/23:43924064 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21110/23:00374300

Výsledek na webu

<a href="https://doi.org/10.1515/rams-2022-0321" target="_blank" >https://doi.org/10.1515/rams-2022-0321</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1515/rams-2022-0321" target="_blank" >10.1515/rams-2022-0321</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Design and analysis of timber-concrete-based civil structures and its applications: A brief review

Popis výsledku v původním jazyce

Builders, designers, and the research community are becoming interested in incorporating timber and concrete based composite structures because they effectively integrate the structural qualities of timber and concrete. The structure&apos;s stiffness, ductility, and load capacity are all affected by the quality of the timber connections used in construction. However, timber-concrete-based structures are limited due to a lack of design knowledge and the brittle failure behaviour of timber under shear or tensile loading. Experimental, numerical, and analytical methods have been proposed in the literature, and the key parameters influencing the performance of timber-concrete structures have been discussed. This study addresses the current challenges in designing timber-concrete connections and their failure modes and suggests simple performance-based analytical models that determine the failure mode. It looks at some of the best numerical design methods used in the past and tries to determine the best way to use timber as a possible way to use safe design principles for timber-concrete composite structures in the future.

Název v anglickém jazyce

Design and analysis of timber-concrete-based civil structures and its applications: A brief review

Popis výsledku anglicky

Builders, designers, and the research community are becoming interested in incorporating timber and concrete based composite structures because they effectively integrate the structural qualities of timber and concrete. The structure&apos;s stiffness, ductility, and load capacity are all affected by the quality of the timber connections used in construction. However, timber-concrete-based structures are limited due to a lack of design knowledge and the brittle failure behaviour of timber under shear or tensile loading. Experimental, numerical, and analytical methods have been proposed in the literature, and the key parameters influencing the performance of timber-concrete structures have been discussed. This study addresses the current challenges in designing timber-concrete connections and their failure modes and suggests simple performance-based analytical models that determine the failure mode. It looks at some of the best numerical design methods used in the past and tries to determine the best way to use timber as a possible way to use safe design principles for timber-concrete composite structures in the future.

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

—

OECD FORD obor

20301 - Mechanical engineering

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2023

Kód důvěrnosti údajů

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

Název periodika

Reviews on Advanced Materials Science

ISSN

1606-5131

e-ISSN

1605-8127

Svazek periodika

62

Číslo periodika v rámci svazku

1

Stát vydavatele periodika

PL - Polská republika

Počet stran výsledku

17

Strana od-do

20220321

Kód UT WoS článku

001123979900001

EID výsledku v databázi Scopus

2-s2.0-85174486946