Mechanical Properties of Masonry Walls Made of Calcium Silicate Materials Made in Poland. Part 2. Shear and Flexural Strength

Radosław Jasiński; Łukasz Drobiec; Adam Piekarczyk

doi:10.1016/j.proeng.2016.08.756

Mechanical Properties of Masonry Walls Made of Calcium Silicate Materials Made in Poland. Part 2. Shear and Flexural Strength

Katedra Konstrukcji Budowlanych (RB/RB2)

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

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Abstrakt

In the article are presented the results of the shear and flexural strength of the masonry specimens with the thin joints made of 15 types of the calcium-silicate masonry units produced by 12 Polish manufacturers. The tests of initial shear strength of the masonry f_vk0 were carried out according to the PN-EN 1052-3:2004 [12] standard (117 specimens). The dependence of the shear strength on the vertical hole's percentage were considered as well. The article describes also the results of flexural strength tests (48 specimens) at failure in the plane parallel and perpendicular to the bed joints. The shear and flexural strength is compared with characteristic values proposed in the Polish NA to the PN-EN 1996-1-1:2013 [10] code and national annexes of other European countries.

Język oryginału	angielski
Strony (od–do)	911-917
Liczba stron	7
Czasopismo	Procedia Engineering
Tom	161
Identyfikatory DOI	https://doi.org/10.1016/j.proeng.2016.08.756
Status publikacji	Opublikowano - 2016
Wydarzenie	World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium, WMCAUS 2016 - Prague, Republika Czeska Czas trwania: 13 cze 2016 → 17 cze 2016

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10.1016/j.proeng.2016.08.756

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title = "Mechanical Properties of Masonry Walls Made of Calcium Silicate Materials Made in Poland. Part 2. Shear and Flexural Strength",

abstract = "In the article are presented the results of the shear and flexural strength of the masonry specimens with the thin joints made of 15 types of the calcium-silicate masonry units produced by 12 Polish manufacturers. The tests of initial shear strength of the masonry fvk0 were carried out according to the PN-EN 1052-3:2004 [12] standard (117 specimens). The dependence of the shear strength on the vertical hole's percentage were considered as well. The article describes also the results of flexural strength tests (48 specimens) at failure in the plane parallel and perpendicular to the bed joints. The shear and flexural strength is compared with characteristic values proposed in the Polish NA to the PN-EN 1996-1-1:2013 [10] code and national annexes of other European countries.",

keywords = "Calcium silicate units, flexural strength, initial shear strength",

author = "Rados{\l}aw Jasi{\'n}ski and {\L}ukasz Drobiec and Adam Piekarczyk",

note = "Publisher Copyright: {\textcopyright} 2016 The Authors.; World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium, WMCAUS 2016 ; Conference date: 13-06-2016 Through 17-06-2016",

year = "2016",

doi = "10.1016/j.proeng.2016.08.756",

language = "English",

volume = "161",

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journal = "Procedia Engineering",

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TY - JOUR

T1 - Mechanical Properties of Masonry Walls Made of Calcium Silicate Materials Made in Poland. Part 2. Shear and Flexural Strength

AU - Jasiński, Radosław

AU - Drobiec, Łukasz

AU - Piekarczyk, Adam

PY - 2016

Y1 - 2016

N2 - In the article are presented the results of the shear and flexural strength of the masonry specimens with the thin joints made of 15 types of the calcium-silicate masonry units produced by 12 Polish manufacturers. The tests of initial shear strength of the masonry fvk0 were carried out according to the PN-EN 1052-3:2004 [12] standard (117 specimens). The dependence of the shear strength on the vertical hole's percentage were considered as well. The article describes also the results of flexural strength tests (48 specimens) at failure in the plane parallel and perpendicular to the bed joints. The shear and flexural strength is compared with characteristic values proposed in the Polish NA to the PN-EN 1996-1-1:2013 [10] code and national annexes of other European countries.

AB - In the article are presented the results of the shear and flexural strength of the masonry specimens with the thin joints made of 15 types of the calcium-silicate masonry units produced by 12 Polish manufacturers. The tests of initial shear strength of the masonry fvk0 were carried out according to the PN-EN 1052-3:2004 [12] standard (117 specimens). The dependence of the shear strength on the vertical hole's percentage were considered as well. The article describes also the results of flexural strength tests (48 specimens) at failure in the plane parallel and perpendicular to the bed joints. The shear and flexural strength is compared with characteristic values proposed in the Polish NA to the PN-EN 1996-1-1:2013 [10] code and national annexes of other European countries.

KW - Calcium silicate units

KW - flexural strength

KW - initial shear strength

UR - https://www.scopus.com/pages/publications/84997674099

U2 - 10.1016/j.proeng.2016.08.756

DO - 10.1016/j.proeng.2016.08.756

M3 - Conference article

AN - SCOPUS:84997674099

SN - 1877-7058

VL - 161

SP - 911

EP - 917

JO - Procedia Engineering

JF - Procedia Engineering

T2 - World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium, WMCAUS 2016

Y2 - 13 June 2016 through 17 June 2016

ER -

Mechanical Properties of Masonry Walls Made of Calcium Silicate Materials Made in Poland. Part 2. Shear and Flexural Strength

Abstrakt

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