Calculation and reliability of timber structure bolt connection
subjected to double unequal shears with thick plates as outer
members

D 2016

Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members

MUSÍLEK, Josef a Luboš PODOLKA

Základní údaje

Originální název

Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members

Název česky

Výpočet spolehlivosti dvoustřižného nestejně zatíženého svorníku s bočními silnými plechy

Autoři

MUSÍLEK, Josef (203 Česká republika, domácí) a Luboš PODOLKA (203 Česká republika, domácí)

Vydání

České Budějovice, MATEC Web of Conferences 93 (2017): 8th International Scientific Conference Building Defects (Building Defects 2016), od s. 61-65, 5 s. 2016

Nakladatel

Vysoká škola technická a ekonomická v Českých Budějovicích

Další údaje

Jazyk

angličtina

Typ výsledku

Stať ve sborníku

Obor

20101 Civil engineering

Stát vydavatele

Česká republika

Utajení

není předmětem státního či obchodního tajemství

Forma vydání

elektronická verze "online"

Kód RIV

RIV/75081431:_____/16:00000937

Organizační jednotka

Vysoká škola technická a ekonomická v Českých Budějovicích

ISBN

978-80-7468-109-7

Klíčová slova česky

dřevěné konstrukce; ocel; šroubový spoj; nestejné smykové zatížení

Klíčová slova anglicky

timber structures; steel; bolt connections; unequal double shear

Štítky

KSTR4, RIV16, SCOPUS

Změněno: 17. 2. 2017 14:50, Hana Dlouhá

Anotace

ORIG CZ

V originále

The paper shows the calculation and reliability assessment of bolted connections subjected to unequal double shear with thick plates as outer members and inner timber member. This situation can occur very often during the designing of the timber structure bolt connection. Bolted connections subjected to unequal double shear are not described in present European standards where there is described only calculation and reliability of timber structure bolt connection subjected to double equal shears. So structure engineers have no rules which help them during a designing process when they are confronted with this case. The concrete example for the case of unequal shears is calculated and explained.

Česky

Článek pojednává o výpočtu spolehlivosti dvoustřižného svorníkového spoje nestejně zatíženého, s krajními silnými plechy na krakích. V článku je prezentován konkrétní příklad výpočtu nestejně zatíženého přípoje.

Citovat

MUSÍLEK, Josef a Luboš PODOLKA. Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members. Online. In I. Juhásová Šenitková, T. Vondráčková, M. Kraus, J. Plachý. MATEC Web of Conferences 93 (2017): 8th International Scientific Conference Building Defects (Building Defects 2016). České Budějovice: Vysoká škola technická a ekonomická v Českých Budějovicích, 2016, s. 61-65. ISBN 978-80-7468-109-7.

@inproceedings{35923,
   author = {Musílek, Josef and Podolka, Luboš},
   address = {České Budějovice},
   booktitle = {MATEC Web of Conferences 93 (2017): 8th International Scientific Conference Building Defects (Building Defects 2016)},
   editor = {I. Juhásová Šenitková, T. Vondráčková, M. Kraus, J. Plachý},
   keywords = {timber structures; steel; bolt connections; unequal double shear},
   howpublished = {elektronická verze "online"},
   language = {eng},
   location = {České Budějovice},
   isbn = {978-80-7468-109-7},
   pages = {61-65},
   publisher = {Vysoká škola technická a ekonomická v Českých Budějovicích},
   title = {Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members},
   year = {2016}
}

TY  - JOUR
ID  - 35923
AU  - Musílek, Josef - Podolka, Luboš
PY  - 2016
TI  - Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
PB  - Vysoká škola technická a ekonomická v Českých Budějovicích
CY  - České Budějovice
SN  - 9788074681097
KW  - timber structures
KW  - steel
KW  - bolt connections
KW  - unequal double shear
N2  - The paper shows the calculation and reliability assessment of bolted connections subjected to unequal double shear with thick plates as outer members and inner timber member. This situation can occur very often during the designing of the timber structure bolt connection. Bolted connections subjected to unequal double shear are not described in present European standards where there is described only calculation and reliability of timber structure bolt connection subjected to double equal shears. So structure engineers have no rules which help them during a designing process when they are confronted with this case. The concrete example for the case of unequal shears is calculated and explained.
ER  -

MUSÍLEK, Josef a Luboš PODOLKA. Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members. Online. In I. Juhásová Šenitková, T. Vondráčková, M. Kraus, J. Plachý. \textit{MATEC Web of Conferences 93 (2017): 8th International Scientific Conference Building Defects (Building Defects 2016)}. České Budějovice: Vysoká škola technická a ekonomická v Českých Budějovicích, 2016, s.~61-65. ISBN~978-80-7468-109-7.

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