| Texto completo | |
| Autor(es): |
Fortes, Ernesto S.
[1]
;
Parsekian, Guilherme A.
[1]
;
Fonseca, Fernando S.
[2]
;
Camacho, Jefferson S.
[3]
Número total de Autores: 4
|
| Afiliação do(s) autor(es): | [1] Univ Fed Sao Carlos, Dept Civil Engn, Rod Washington Luis, Km 235, SP 310, BR-13565905 Sao Carlos, SP - Brazil
[2] Brigham Young Univ, Dept Civil & Environm Engn, 368 Clyde Bldg, Provo, UT 84602 - USA
[3] Sao Paulo State Univ, Dept Civil Engn, Alameda Bahia 550, BR-13565905 Ilha Solteira, SP - Brazil
Número total de Afiliações: 3
|
| Tipo de documento: | Artigo Científico |
| Fonte: | JOURNAL OF STRUCTURAL ENGINEERING-ASCE; v. 144, n. 6 JUN 2018. |
| Citações Web of Science: | 1 |
| Resumo | |
Masonry walls and columns are common structural members that typically resist compressive loads, with a number of such members being required to resist combined axial load and out-of-plane bending due to direct out-of-plane loads or an eccentricity of the axial compressive load. Flexural compression strength is usually greater than axial compression strength, and a reasonable experimental data set supports this assertion. However, little information exists for high-strength concrete block masonry subjected to combined axial and flexural loadings. This paper presents axial and flexural compression strengths and deformation properties of high-strength concrete block masonry. Seventy-two masonry prisms were constructed and tested to evaluate the capacity and behavior of high-strength structural masonry subject to compressive concentric and eccentric loading; both grouted and hollow prisms were used. Block strengths of 44, 56, and 67MPa are considered. The results show an increase of flexural compression strength of 15-29% for the hollow prisms and of 70-79% for the grouted prisms compared with their axial compression strength. Measured ultimate strain varies from 0.14 to 0.19% for the axial compression and from 0.20 to 0.25% for the flexural compression. Hollow prism strength varies from 52 to 62% of the block strength, whereas grouted prism strength varies from 43 to 59% of the block strength. (c) 2018 American Society of Civil Engineers. (AU) | |
| Processo FAPESP: | 12/22454-0 - Comportamento de Edifícios Altos Em Alvenaria Estrutural |
| Beneficiário: | Ernesto Silva Fortes |
| Modalidade de apoio: | Bolsas no Brasil - Doutorado |
| Processo FAPESP: | 15/02362-2 - Comportamento de edifícios altos em alvenaria estrutural |
| Beneficiário: | Ernesto Silva Fortes |
| Modalidade de apoio: | Bolsas no Exterior - Estágio de Pesquisa - Doutorado |