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1.
The reactivity of three dental alloys in artificial saliva has been studied through the diffusion current of oxygen reduction. In order to account for the fluctuations of the potential which can occur in vivo, we have studied the effect of a transient anodic polarization. The less reactive alloy after the anodic treatment appears to be the alloy which contains 10% of Pt and also much less Cu than the other alloys. This conclusion is supported by optical and electron miscroscopic investigation of the samples, which shows that for alloys containing little or no Pt, even with a high Au content, there is a drastic modification of the substrate by the formation of a thick anodic layer which is not sufficiently protective. 相似文献
2.
The corrosion behaviour of the submerged arc welded T-35 in concentrated 8 N HCl has been investigated. The weld metal is characterized by a martensite type structure, a hardness superior by 60 HV and an oxygen content about two and a half times higher than the base metal. In order to underline the part played by oxygen and structural transformations intervening during the welding operation, an analysis of the anodic current-potential curves by a reaction model involving four determining steps has been carried out. It has been shown that the two reaction rates which determine the passivation and the passivity of the metal depend on the oxygen content as well as the metallurgical structure. In the active dissolution range, whereas one of the two determining rates depends on the oxygen content, the other one is controlled by the metallurgical structure of the metal. 相似文献
3.
An interval extension of a function written in the centered form or the mean value form offers a second order approximation to the range of values of the function over an interval. However, the two forms differ with respect to inclusion monotonicity; the mean value form is inclusion monotone while the centered form is not. This is demonstrated in the following paper. Further, the mean value form is more generally applicable, and a mean value form for an integral operator is considered. It is shown that this form is also a second order inclusion monotone approximation. 相似文献
4.
Junyong Zhou Xuefei Shi Colin C. Caprani 《Structure and Infrastructure Engineering》2019,15(5):569-581
Traffic micro-simulation is the newly developed approach for loading calculation of long span bridges. The approach is quite precise, but computationally expensive to consider the full extent of traffic loading scenarios during a bridge lifetime. To address this shortfall, an efficient multi-scale traffic modelling approach is proposed. The proposed approach uses micro- and macro-simulation with different load model varieties (LMVs), or fidelities (levels of detail) of traffic loading in different bridge regions, to achieve optimal computation efficiency while maintaining the precision of loading calculation. Metrics of influence line (IL) characteristics, such as degree of nonlinearity, are proposed to evaluate the appropriateness of the choice of LMV, and standards of the metrics are also investigated to quantify the implementation of LMVs on bridge IL regions in the multi-scale modelling. Finally, two typical ILs are used along with random traffic modelling to study the feasibility of the proposed approach. It is shown that the multi-scale modelling approach proposed here achieves high computational efficiency and accuracy, which is significant for the massive traffic load simulation for lifetime bridge load effect analysis. 相似文献
5.
Analysing the electrochemical impedance diagrams plotted in a large frequency range (10?3 Hz104 Hz) enables to complete and support the dissolution—passivation scheme of titanium elaborated from steady state measurements.The analysis of the Rt. I product (charge transfer resistance by stationary current) reveals the presence of two active dissolution paths in tervalen titanium, one of which depends on the presence of the hydride (TiH2). Moreover it confirms the participation of the tetravalent oxide TiO2 in the establishment of the stable passivity. A complete reaction model specifying the chemical nature of all the intermediates and final products is proposed. 相似文献
6.
P. Rabu G. Saindrenan A. Caprani T. Jaszay J. P. Frayret 《Journal of Applied Electrochemistry》1992,22(1):57-63
270 Nickel has a sulphur content lower than 1 p.p.m. However, surface concentrations close to saturation values can be obtained after several hours of cold-hammering followed by annealing procedures. The effects of this segregation on the electrochemical behaviour of nickel are analysed using current-potential curves and by examining the corrosion features via scanning electron microscopy (SEM). An overall increase in dissolution for the nickel with surface segregation of sulphur with respect to the homogeneous metal is observed in acidic (1m H2SO4) as well as in alkaline medium [(K2SO4+LiOH) at pH 9.5]. The reaction model proposed here, which depicts the dissolution kinetics, allows specification of the depassivating role of sulphur. 相似文献
7.
Titanium dissolved in concentrated hydrochloric acid under valences III and IV. The stationary current-voltage curve is consistent, in a wide potential range, with a reaction model similar to that proposed for the fluorinated sulphuric media. Nevertheless there exist discrepancies between the behaviours in the two types of media. In particular an oxide formation and a particular variation with the potential of the product Rt×I (transfer resistance × stationary current) are specific to the hydrochloric media. 相似文献
8.
Analyzing the stationary current—potential curves with an original simplified reaction scheme of the dissolution—passivation of titanium, we have determined the partial reaction orders of the elementary rate determining steps of the mechanism. The discussion of a negative order with respect to H+ ions observed for the passivation electrochemical reaction leads to propose a modified reaction scheme including two passivation paths, one of the two implying the tetravalent oxide TiO2, responsible of the stable passivity. 相似文献
9.
Junyong Zhou;Wenrong Wu;Colin C. Caprani;Zeyin Tan;Bin Wei;Junping Zhang; 《Computer-Aided Civil and Infrastructure Engineering》2024,39(11):1699-1723
Current traffic simulation approaches analyze vehicle loads and load effects from a statistical perspective; however, they fail to reproduce the spatiotemporal distribution of bridge loads and resultant load effects at every moment, hindering real-time bridge health management. This paper proposes a two-step hybrid virtual–real traffic simulation (HvrTS) approach to reproduce the spatiotemporal distribution of bridge loads. Vehicle load sequences are first identified using computer vision based on traffic video from two surveillance cameras installed along the bridge. Next, traffic microsimulation is optimized with the identified vehicle load sequences from the two cameras serving as the known input and validated output. Using a cable-stayed bridge under free-flowing traffic, the HvrTS approach achieved a weighted mean square matching error of ≤0.3 m for the vehicle longitudinal location and a matching error of ≤7% for the vehicle lane position, whereas with congested traffic, the matching errors were much higher due to the inherent complexities and challenges associated with reproducing vehicle behavior in heavily congested situations. The traffic load effects calculated via HvrTS presented excellent spatiotemporal matching with those measured by a structural health monitoring system, especially in free-flow traffic conditions. Applications on a continuous rigid frame girder bridge further validate these findings. Hence, the proposed HvrTS approach can overcome the challenge of spatiotemporal matching between vehicle loads and load effects in field monitoring. 相似文献
10.
Characteristic traffic load effects from a mixture of loading events on short to medium span bridges 总被引:1,自引:0,他引:1
In recent years, highway bridge load assessment has been recognised as an area through which savings can be made by avoiding unnecessary bridge refurbishment and replacement. Load effects in bridges result from single truck crossings or multiple-truck presence events which are, statistically, not identically distributed. Conventional approaches fit statistical distributions to mixtures of non-identically distributed load effects. Inaccuracies in the conventional approach are identified and an alternative approach is developed to find the characteristic load effects. Theoretical and field data are used to show the potential implications of conventional techniques and to demonstrate the application of the new approach. 相似文献