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.
| Original language | English |
|---|---|
| Pages (from-to) | 911-917 |
| Number of pages | 7 |
| Journal | Procedia Engineering |
| Volume | 161 |
| DOIs | |
| Publication status | Published - 2016 |
| Event | World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium, WMCAUS 2016 - Prague, Czech Republic Duration: 13 Jun 2016 → 17 Jun 2016 |
Keywords
- Calcium silicate units
- flexural strength
- initial shear strength
ASJC Scopus subject areas
- General Engineering
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