dc.contributor | Cavalheiro, Odilon Pancaro | |
dc.contributor | http://lattes.cnpq.br/6735108179899409 | |
dc.contributor | Ramires, Marcus Vinicius Veleda | |
dc.contributor | Soares, José Mário Doleys | |
dc.creator | Arantes, César Augusto | |
dc.date.accessioned | 2022-11-10T12:06:01Z | |
dc.date.accessioned | 2023-09-04T20:06:37Z | |
dc.date.available | 2022-11-10T12:06:01Z | |
dc.date.available | 2023-09-04T20:06:37Z | |
dc.date.created | 2022-11-10T12:06:01Z | |
dc.date.issued | 2003-02-27 | |
dc.identifier | http://repositorio.ufsm.br/handle/1/26822 | |
dc.identifier.uri | https://repositorioslatinoamericanos.uchile.cl/handle/2250/8629198 | |
dc.description.abstract | An experimental study is carried out on running bond clay prisms
subjected to axial compression for the influence of grout with a view to find
out efficient grout proportions in order to enhance the capacity of masonry.
With this purpose different parameters that affect the compressive
strength (mortar type, grout strength and percentage of grouted cells) were
used to the construction of the prisms. The specimens of three courses were
tested at 0%, 33%, 50% and 100% of grouted cells for two different types of
mortar, and three grouts.
The results show that the compressive strengths of mortar and grout are
not fully reflected in the strength of grouted prisms, but it is possible to achieve
significant increases of strength mainly in the100% grouted cell prisms. This
fact could be very attractive to unreiforced masonry design when more
resistant blocks are required only in not many walls.
In addition, elastic analysis utilizing finite element models were made to better
explain the behavior of the grouted, partially grouted and ungrouted clay prisms. | |
dc.publisher | Universidade Federal de Santa Maria | |
dc.publisher | Brasil | |
dc.publisher | Engenharia Civil | |
dc.publisher | UFSM | |
dc.publisher | Programa de Pós-Graduação em Engenharia Civil | |
dc.publisher | Centro de Tecnologia | |
dc.rights | http://creativecommons.org/licenses/by-nc-nd/4.0/ | |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | |
dc.subject | Graute | |
dc.subject | Alvenaria estrutural | |
dc.subject | Engenharia civil | |
dc.subject | Cerâmica | |
dc.title | Influência do graute na alvenaria estrutural cerâmica | |
dc.type | Dissertação | |