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Rev. IBRACON Estrut. Mater.  vol.5 número4 pt a01v5n4

Rev. IBRACON Estrut. Mater. vol.5 número4 pt a01v5n4

... (Editor, UFRGS, Porto Alegre, RS, Brazil) • José Luiz Antunes de Oliveira e Sousa (Editor, UNICAMP, Campinas, SP, Brazil) • Luiz Carlos Pinto da Silva Filho (Editor, UFRGS, Porto[r] ... See full document

1

Rev. IBRACON Estrut. Mater.  vol.5 número3

Rev. IBRACON Estrut. Mater. vol.5 número3

... icients obtained from the diagram M x N x 1/r differ from standards that use a simpliied consideration of PNL; the stiffness reduction coeficient for columns in the arrangements analyze[r] ... See full document

13

Rev. IBRACON Estrut. Mater.  vol.5 número5

Rev. IBRACON Estrut. Mater. vol.5 número5

... The use of calculation models I and II presented in the Brazilian Standard Code ABNT NBR 6118:2007 [1] are widely discussed. Mota & Laranjeiras [4] concluded via electronic mailing list that cal- culation model I is ... See full document

10

Rev. IBRACON Estrut. Mater.  vol.5 número5

Rev. IBRACON Estrut. Mater. vol.5 número5

... In this section, are presented the experimental methodology and the results obtained in the development of a cement-based com- posite with characteristics more appropriate to reconstruct the ten- sile zones of RC beams, ... See full document

15

Rev. IBRACON Estrut. Mater.  vol.5 número5

Rev. IBRACON Estrut. Mater. vol.5 número5

... Figure 2� � Stringer�s stress theoretical variation in section S21 due to passage of the loaded operational train type on concrete (left) and reinforcement.. limit state of fatigue” of [r] ... See full document

16

Rev. IBRACON Estrut. Mater.  vol.5 número5

Rev. IBRACON Estrut. Mater. vol.5 número5

... Table 2 summarizes comparisons between the experimental and theoretical results. It is possible to perceive that the recommenda- tions of ACI are conservative and show a high coeficient of varia- tion if compared to the ... See full document

16

Rev. IBRACON Estrut. Mater.  vol.5 número5

Rev. IBRACON Estrut. Mater. vol.5 número5

... The heterogeneity of the composition; the speciic mass with lower density; the adhered mortar quality and the amount of adhered mortar and the variability of the properties are all important char- acteristics of recycled ... See full document

10

Rev. IBRACON Estrut. Mater.  vol.5 número5

Rev. IBRACON Estrut. Mater. vol.5 número5

... In Brazil, CAMACHO [5] was the irst to perform studies on the compressive behaviour of block masonry. The author stat- ed that masonry is the oldest and most classical construction method used by man, while the ... See full document

17

Rev. IBRACON Estrut. Mater.  vol.5 número3

Rev. IBRACON Estrut. Mater. vol.5 número3

... Mercury intrusion porosimetry (MIP) performed on the crushed pieces of the composites of the size of up to 5 mm was used for as- sessment of the level I porosity, i.e., pores in the range from 0.6 µm to 10µm, ... See full document

12

Rev. IBRACON Estrut. Mater.  vol.5 número3

Rev. IBRACON Estrut. Mater. vol.5 número3

... The independent variables were chosen based on the correlation of each with the dependent variable and based on existing literature on dam be- havior prediction models. The variables selected for the prediction mod- els ... See full document

9

Rev. IBRACON Estrut. Mater.  vol.5 número3

Rev. IBRACON Estrut. Mater. vol.5 número3

... Two columns were used as reference, one having the original dimensions of the column and the other, monolithic, had been cast along the thick- ness of the strengthened piece. The remaining columns received a 35 mm thick ... See full document

11

Rev. IBRACON Estrut. Mater.  vol.5 número3

Rev. IBRACON Estrut. Mater. vol.5 número3

... According to El-Hacha [5], FRP are well suited to prestressing applications because of their high strength-to-weight ratio that provides high prestressing forces, without increases on the self- weight of the ... See full document

9

Rev. IBRACON Estrut. Mater.  vol.5 número6

Rev. IBRACON Estrut. Mater. vol.5 número6

... Several types of studies on precast concrete connections have been done in research centers around the world. In general, studies include the development of connections which provide high rigidity and easiness of ... See full document

13

Rev. IBRACON Estrut. Mater.  vol.5 número3

Rev. IBRACON Estrut. Mater. vol.5 número3

... The use of a rebound hammer test was the irst test possibility to be considered due to its simplicity and low cost. This test is based on the evaluation of a mass rebound after being ired against a surface at a standard ... See full document

13

Rev. IBRACON Estrut. Mater.  vol.5 número3

Rev. IBRACON Estrut. Mater. vol.5 número3

... With the aim of contributing to the structural evaluation of reinforced concrete bridges it was decided to analyze the stresses in reinforced concrete bridge sections to verify the eff[r] ... See full document

16

Rev. IBRACON Estrut. Mater.  vol.5 número2

Rev. IBRACON Estrut. Mater. vol.5 número2

... (Editor, UFRGS, Porto Alegre, RS, Brazil) • José Luiz Antunes de Oliveira e Sousa (Editor, UNICAMP, Campinas, SP, Brazil) • Luiz Carlos Pinto da Silva Filho (Editor, UFRGS, Porto[r] ... See full document

1

Rev. IBRACON Estrut. Mater.  vol.5 número2

Rev. IBRACON Estrut. Mater. vol.5 número2

... Approximately 35–40% of bauxite ore is discarded in the form of strongly alkaline RM slurry ‎[4]. This mud contains about 60 vol. % of solid content in the form of superine particles. Therefore, this mate- rial ... See full document

8

Rev. IBRACON Estrut. Mater.  vol.5 número2

Rev. IBRACON Estrut. Mater. vol.5 número2

... Among the products generated in the processing of iron ore, mud from washing, in most cases, is stored in tailings dams without a commercial use because the technology to transform this waste in metallic iron is more ... See full document

6

Rev. IBRACON Estrut. Mater.  vol.5 número2

Rev. IBRACON Estrut. Mater. vol.5 número2

... By the statistical analysis with multiple comparison of compressive strength results of concrete blocks, presented in Tables 3 and 4 and Figures 11 and 12, it is observed that for traits with replace- ment of 50%, 80% ... See full document

8

Rev. IBRACON Estrut. Mater.  vol.5 número2

Rev. IBRACON Estrut. Mater. vol.5 número2

... The column-foundation connection through socket consists of em- bedding part of the precast column into the cavity of the foundation element. This connection is widely used in precast concrete struc- tures all over the ... See full document

18

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