809 resultados para Pultruded bars


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Steel reinforcing bars used in the construction of the walls for the Aquatic Centre.

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Il existe des associations entre les bars de danse érotique et les activités illicites, dans les écrits journalistiques et scientifiques. Nous avons vérifié ces associations en menant une description des crimes et déviances associés aux bars de danse érotique. Puis, nous avons tenté d’expliquer l’organisation et la structure de ces crimes, en nous appuyant sur l’approche du crime organisant et la théorie de l’écosystème du crime, de Felson (2006). Des entretiens semi-dirigés ont été conduits avec dix femmes danseuses, une femme shooter girl, un propriétaire, un portier et deux clients. Une analyse thématique à deux niveaux a montré que les délits se rapportent aux stupéfiants, à la prostitution, au proxénétisme, aux déviances, et à divers actes de violence. Des distinctions importantes, quant au contrôle selon les établissements sont notées. La structure et l’organisation des crimes peuvent s’expliquer par une logique propre aux relations symbiotiques et interdépendantes, tel que le suggère la théorie de l’écosystème du crime de Felson. Ainsi, la structure des délits peut prendre une forme mutualiste ou parasitaire. L’interrelation propre au neutralisme explique l’organisation générale de ces délits. Le milieu criminogène de la danse érotique offre de multiples opportunités, qui seront saisies par les acteurs motivés, en vue de réaliser un bénéfice personnel. Deux constats étonnants : les données suggèrent que l’implication des organisations criminelles est relativement limitée; et les conséquences occasionnées par les activités du milieu présentent un caractère inquiétant, particulièrement pour les femmes. Des efforts en matière de prévention situationnelle seraient appropriés pour réduire les opportunités.

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Mémoire numérisé par la Division de la gestion de documents et des archives de l'Université de Montréal

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While studies exist on the gambling habits of the correctional population prior to incarceration, little information exists on gambling habits during imprisonment. This article aims to describe gambling practices in Quebec prisons. The impact of prison life on these activities and their meaning will be analyzed, relying on semistructured interviews with 51 men currently detained in three federal penitentiaries in Quebec. Contrary to our expectations, the regulations prohibiting gambling in Correctional Service of Canada institutions do not present a central obstacle to this practice. In fact, participation in gambling is limited more by elements connected to the detention institution and the sentence. The availability of certain games, more particularly card games such as poker, as well as the pleasure resulting from those games seem considerably limited in comparison with group bets like sports pools.

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Glass fiber reinforced polymer (GFRP) rebars have been identified as an alternate construction material for reinforcing concrete during the last decade primarily due to its strength and durability related characteristics. These materials have strength higher than steel, but exhibit linear stress–strain response up to failure. Furthermore, the modulus of elasticity of GFRP is significantly lower than that of steel. This reduced stiffness often controls the design of the GFRP reinforced concrete elements. In the present investigation, GFRP reinforced beams designed based on limit state principles have been examined to understand their strength and serviceability performance. A block type rotation failure was observed for GFRP reinforced beams, while flexural failure was observed in geometrically similar control beams reinforced with steel rebars. An analytical model has been proposed for strength assessment accounting for the failure pattern observed for GFRP reinforced beams. The serviceability criteria for design of GFRP reinforced beams appear to be governed by maximum crack width. An empirical model has been proposed for predicting the maximum width of the cracks. Deflection of these GFRP rebar reinforced beams has been predicted using an earlier model available in the literature. The results predicted by the analytical model compare well with the experimental data

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This paper gives the details of flexure-shear analysis of concrete beams reinforced with GFRP rebars. The influence of vertical reinforcement ratio, longitudinal reinforcement ratio and compressive strength of concrete on shear strength of GFRP reinforced concrete beam is studied. The critical value of shear span to depth ratio (a/d) at which the mode of failure changes from flexure to shear is studied. The fail-ure load of the beam is predicted for various values of a/d ratio. The prediction show that the longitudinally FRP reinforced concrete beams having no stirrups fail in shear for a/d ratio less than 9.0. It is expected that the predicted data is useful for structural engineers to design the FRP reinforced concrete members.

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Soya isoflavones are thought to be cardioprotective due to their structural similarity to oestrogen. In order to investigate the effect of soya isoflavones on markers of endothelial function we conducted a randomised, double-blind, placebo-controlled, cross-over study with thirty healthy postmenopausal women. The women consumed cereal bars, with or without soya isoflavones (50 mg/d), for 8 weeks, separated by an 8-week washout period. Systemic arterial complince (SAC), isobaric arterial compliance (IAC), flow-mediated endothelium-dependent vasodilation (FMD) and nitroglycerine-mediated endothelium-independent vasodilation (NMD) were measured at the beginning of the study and after each intervention period. Blood pressure (BP) and plasma concentrations of nitrite and nitrate (NOx) and endothelin-1 (ET-1) were measured at the beginning and end of each intervention period. NMD was 13.4 (sem 2.0) % at baseline and 15.5 (sem 1.1) % after isoflavone treatment compared with 12.4 (sem 1.0) % after placebo treatment (P=0.03). NOx increased from 27.7 (sem 2.7) to 31.1 (sem 3.2) mu m after isoflavones treatment compared with 25.4 (sem 1.5) to 20.4 (sem 1.1) mu m after placebo treatment (P=0.003) and a significant increase in the NOx:ET-1 ratio (P=0.005) was observed after the isoflavone treatment compared with placebo. A significant difference in SAC after the isoflavone and placebo treatment was observed (P=0.04). No significant difference was found in FMD, IAC, BP and ET-1. In conclusion, 8 weeks' consumption of cereals bars enriched with 50 mg soya isoflavones/d increased plasma NOx concentrations and improved endothelium-independent vasodilation in healthy postmenopausal women.

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Amaranth bars enriched with fructans: acceptability and nutritional value. There is an increasing appeal for convenience foods with potential health benefits to the consumer. Raw materials with high nutritional value and functional properties must be used on the development of these food products. Amaranth is a gluten-free grain with high nutrition value. Inulin and oligofructose are prebiotic ingredients presenting effects as the enhancement of calcium absorption. Amaranth bars enriched with inulin and oligofructose were developed in the flavors: banana, Brazilian nuts and dried grape, coconut, peach, strawberry and wall nut. The proximate composition were determined and compared to commercial cereal bars, available in traditional (n=59), light (n=60), diet (n=8), with soy (n=10) and quinoa (n=1) categories. Amaranth bars present mean global acceptance values from 6.3 to 7.6 on a 9-point hedonic scale, nutritional advantages as compared to commercial cereal bars (caloric reduction and higher levels of dietary fiber). Although amaranth is an unknown raw material in Brazil, it shows good potential to be used in the manufacturing of ready-to-eat products. As they are gluten free, these amaranth bars are also an alternative product for celiacs, also contributing to the enhancement of calcium absorption, a problem frequently observed in these patients.

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The aim of this work was to encapsulate a casein hydrolysate by spray drying using maltodextrins (DE 10 and 20) as wall materials and to evaluate the efficiency of the microencapsulation in attenuating the bitter taste of the hydrolysate using protein bars as the model system. Microcapsules were evaluated for morphology (SEM), particle size, hygroscopicity, solubility, thermal behavior (DSC), and bitter taste with a trained sensory panel by a paired comparison test (nonencapsulated samples vs. encapsulated samples). Bars were prepared with the addition of 3% casein hydrolysate at free or both encapsulated forms, and were then evaluated for their moisture, water activity (a(w)) and for their bitter taste by a ranking test. Microcapsules were of the matrix type, having continuous surfaces with no apparent porosity for both coatings. Both encapsulated casein hydrolysates had similar hygroscopicity, and lower values than free encapsulated hydrolysates. The degree of hydrolysis of the maltodextrin influenced only the particle size and T(g). The sensory panel considered the protein bars produced with both encapsulated materials less bitter (p < 0.05) than those produced with the free casein hydrolysates. Microencapsulation by spray drying with maltodextrin DE 10 and 20 was successful to attenuate the bitter taste and the hygroscopicity of casein hydrolysates.

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An inverse problem concerning the industrial process of steel bars hardening and tempering is considered. The associated optimization problem is formulated in terms of membership functions and, for the sake of comparison, also in terms of quadratic residuals; both geometric and electromagnetic design variables have been considered. The numerical solution is achieved by coupling a finite difference procedure for the calculation of the electromagnetic and thermal fields to a deterministic strategy of minimization based on modified Flctcher and Reeves method. © 1998 IEEE.

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This work proposes a methodology for non destructive testing (NDT) of reinforced concrete structures, using superficial magnetic fields and artificial neural networks, in order to identify the size and position of steel bars, embedded into the concrete. For the purposes of this paper, magnetic induction curves were obtained by using a finite element program. Perceptron Multilayered (PML) ANNs, with Levemberg-Marquardt training algorithm were used. The results presented very good agreement with the expect ones, encouraging the development of real systems based upon the proposed methodology.