Zginanie muru w płaszczyźnie prostopadłej do powierzchni ściany – obciążenia i mechanizmy zniszczenia

Adam Piekarczyk

doi:10.15199/33.2021.02.03

Zginanie muru w płaszczyźnie prostopadłej do powierzchni ściany – obciążenia i mechanizmy zniszczenia

Translated title of the contribution: Masonry bending in a plane perpendicular to the wall surface – actions and failure mechanisms

Adam Piekarczyk

Department of Building Structures (RB/RB2)

Research output: Contribution to journal › Article › peer-review

2 Citations (Scopus)

Abstract

The article is the first part of the cycle discussing the case of bending masonry walls in a plane perpendicular to the masonry plane. Loads and actions perpendicular to the wall surfaces, which cause the discussed case of masonry structure work, are described. The mechanisms of wall failure in two orthogonal planes and their variants were presented.

Translated title of the contribution	Masonry bending in a plane perpendicular to the wall surface – actions and failure mechanisms
Original language	Polish
Pages (from-to)	27-29
Number of pages	3
Journal	Materialy Budowlane
Volume	582
Issue number	2
DOIs	https://doi.org/10.15199/33.2021.02.03
Publication status	Published - 2021

ASJC Scopus subject areas

Chemical Engineering (miscellaneous)

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Cite this

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title = "Zginanie muru w p{\l}aszczy{\'z}nie prostopad{\l}ej do powierzchni {\'s}ciany – obci{\c a}{\.z}enia i mechanizmy zniszczenia",

abstract = "The article is the first part of the cycle discussing the case of bending masonry walls in a plane perpendicular to the masonry plane. Loads and actions perpendicular to the wall surfaces, which cause the discussed case of masonry structure work, are described. The mechanisms of wall failure in two orthogonal planes and their variants were presented.",

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language = "polski",

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AU - Piekarczyk, Adam

PY - 2021

Y1 - 2021

N2 - The article is the first part of the cycle discussing the case of bending masonry walls in a plane perpendicular to the masonry plane. Loads and actions perpendicular to the wall surfaces, which cause the discussed case of masonry structure work, are described. The mechanisms of wall failure in two orthogonal planes and their variants were presented.

AB - The article is the first part of the cycle discussing the case of bending masonry walls in a plane perpendicular to the masonry plane. Loads and actions perpendicular to the wall surfaces, which cause the discussed case of masonry structure work, are described. The mechanisms of wall failure in two orthogonal planes and their variants were presented.

KW - bending masonry

KW - failure mechanisms of a bent masonry wall

KW - masonry flexural strength

KW - masonry structures

UR - https://www.scopus.com/pages/publications/105028981191

U2 - 10.15199/33.2021.02.03

DO - 10.15199/33.2021.02.03

M3 - Artykuł

AN - SCOPUS:105028981191

SN - 0137-2971

VL - 582

SP - 27

EP - 29

JO - Materialy Budowlane

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ER -

Zginanie muru w płaszczyźnie prostopadłej do powierzchni ściany – obciążenia i mechanizmy zniszczenia

Abstract

ASJC Scopus subject areas

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