solid burnt bricks’ tensile strength

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ID: 176516
2017
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Abstract
This paper deals with experimental testing of solid burnt bricks and mortar in pure (axial) tension. The obtained working diagrams will be further use for a detailed numerical analysis of whole brick masonry column under concentric compressive load. Failure mechanism of compressed brick masonry column is characterized by the appearance and development of vertical tensile cracks in masonry units (bricks) passing in the direction of principal stresses and is accompanied by progressive growth of horizontal deformations. These cracks are caused by contraction and interaction between two materials with different mechanical characteristics (brick and mortar). The aim of this paper is more precisely describe the response of quasi-brittle materials to uniaxial loading in tension (for now only the results from three point bending test are available). For these reasons, bricks and mortar tensile behavior is experimentally tested and the obtained results are discussed.
Reference Key
maroukov2017actasolid Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
Authors ;Aneta Maroušková;Jan Kubát
Journal BMC Bioinformatics
Year 2017
DOI
10.14311/APP.2017.13.0075
URL
https://ojs.cvut.cz/ojs/index.php/APP/article/view/4632
Keywords
tensile strength civil engineering (general)

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