Long-term performance calculations based on steady-state efficiency test results: Analysis of optical effects affecting beam, diffuse and reflected radiation

Solar Energy ◽  
2008 ◽  
Vol 82 (11) ◽  
pp. 1076-1082 ◽  
Author(s):  
Pedro Horta ◽  
Maria João Carvalho ◽  
Manuel Collares Pereira ◽  
Wildor Carbajal
Author(s):  
Aaron R. Coenen ◽  
James E. Pforr ◽  
Steven A. Hefel ◽  
Barry C. Paye

Verification testing, conducted by many state agencies, should serve an integral role in a quality assurance program. Many agencies seek a balance of physical and financial resources, as resources are routinely a limiting factor. For the Wisconsin Department of Transportation (WisDOT), it is datasets collected by both the contractor (quality control, QC) and department (quality verification, QV) at differing frequencies compared in a statistically valid method that provide balance. Statistical analyses, specifically F- and t-testing, have been chosen by WisDOT to accompany a Percent Within Limits (PWL) specification for hot mix asphalt (HMA). The analyses evaluate QC and QV data variances, means, standard deviations, and so forth, and determine whether it is reasonable to assume the test results of each dataset come from the same population, that is, are representative of the same material. If comparable, the more frequent QC data are considered verified and subsequently used in PWL calculations to approximate the percentage of material within specification limits. Anything less than comparable is subject to further investigation, for example, a dispute resolution process, to determine which test results most reliably represent the physical properties of the material, and are thus justifiably used in latter calculations. Such an approach has allowed WisDOT to adjust pay in accordance with material quality and consistency, ultimately connecting pay to anticipated long-term performance. This modified system of monitoring HMA materials has motivated multiple changes to industry processes and planning, and resulted in more consistent pavements, which should reduce the potential for isolated premature distresses.


2011 ◽  
Vol 335-336 ◽  
pp. 1190-1194
Author(s):  
Xiong Wen Zhang ◽  
Lei Jiang ◽  
Guan Guo Liu

Water transport is an important parameter that affects the long term performance and degradation of concrete greatly. Nowadays, adding fly ash is a promising solution to achieve high-performance, low-price and environment-friendly concrete. To characterize the effect of fly ash on water transport of concrete, especially in dry state, moisture variations and microstructure of concrete with different mix proportions were studied in this paper. Test results reveal that fly ash will increase the porosity of early curing concrete, the higher porosity leads to a faster evaporation, which accelerates the transport of water in cement based materials.


2016 ◽  
Vol 20 (3) ◽  
pp. 288-298 ◽  
Author(s):  
Minho Kwon ◽  
Jinsup Kim ◽  
Hyunsu Seo ◽  
Wooyoung Jung

A mechanically post-installed anchor, which is one of the most widely used post-installed anchors in South Korea, was selected to evaluate long-term usage through a pullout test. Two types of specimens were constructed: the original specimens and freeze and thaw specimens. Mechanically post-installed anchors were installed in both of them. A freeze and thaw test method was utilized to consider the long-term usage. The compressive strength of concrete during the freeze and thaw test method is reduced by about 20% compared to that of the original concrete. From the pullout test results, the pullout strength of the freeze and thaw specimen was smaller by about 50% than that of the original specimens. Furthermore, the failure mode of the freeze and thaw specimens was changed. Cone shape destruction of anchors and anchor pullout destruction occurred in the original specimens; concrete pullout destruction occurred dominantly in the freeze and thaw specimens. Based on the comparison results, the reduction factor ( λ) for long-term usage of the mechanically post-installed anchor was derived using a probability function and was proposed to modify the concrete capacity design equation.


2016 ◽  
Vol 11 (5) ◽  
pp. 671-677 ◽  
Author(s):  
Simo Ihalainen ◽  
Vesa Linnamo ◽  
Kaisu Mononen ◽  
Sami Kuitunen

Purpose:To describe the long-term changes in shooting technique in relation to competition performances in elite air-rifle shooters.Methods:Seventeen elite shooters completed simulated air-rifle shooting-competition series in 3 consecutive seasons, participating on 15 ± 7 testing occasions. Shooting score and aiming-point-trajectory variables were obtained with an optoelectronic shooting device, and postural-balance variables were measured with force platform. Shooters’ competition results were collected from all international and national competitions during the 3-y period.Results:Mean test score, stability of hold, aiming accuracy, cleanness of triggering, and postural balance improved during the 3-y period (ANOVA, time, P < .05−.01). Seasonal mean test results in stability of hold (R = −.70, P = .000) and cleanness of triggering (R = −.75, P = .000) were related to competition performances. Changes in stability of hold (R = −.61, P = .000) and cleanness of triggering (R = −.39, P = .022) were also related to the changes in competition performances. Postural balance in shooting direction was more related to cleanness of triggering (R = .57, P = .000), whereas balance in cross-shooting direction was more related to stability of hold (R = .70, P = .000).Conclusion:The shooting-technique testing used in the current study seems to be a valid and useful tool for long-term performance assessment. Stability of hold, cleanness of triggering, and postural balance can be further developed even at the elite level, resulting in improved competition performances.


Author(s):  
Stefan Buchner ◽  
Christian Baron ◽  
Terry Sheldrake ◽  
Ralf Tu¨llmann ◽  
Andreas Dowe ◽  
...  

In their supply chain strategy in 2003 Wellstream decided to expand the application of Nylon (PA) grades for off-shore use in order to move away from a single source supply. Degussa have developed a new grade of PA 12 for use in offshore applications, such as flexible pipes. In a joint effort Wellstream International Limited and Degussa AG have performed a qualification test programme on this new grade. On the basis of these tests Wellstream has obtained a Lloyds “Certificate of Material Qualification for the Use of Polyamide 12 Grade - VESTAMID® LX9020 in non-Bonded Flexible Pipes”. Since this certificate was obtained in June 2006 additional test results were obtained which confirm the outstanding material properties and long term performance of the new material. This presentation focuses on results from long term ageing and compatibility experiments of PA 12 in air, in water with different CO2 levels, in crude oil with different TAN, in methanol and other oilfield additives. Some of these tests have been performed over a period of almost three years. The presented data is relevant to predict the long term performance of PA 12 in flexible pipe service.


2019 ◽  
Vol 8 (1) ◽  
pp. 19-24
Author(s):  
C. F, Leung ◽  
C. W. Ong ◽  
K. Y. Yong

 Soil movements arising from tunnel excavation may induce severe stresses on adjacent piled foundations. This paper investigates the behavior of piles due to nearby tunneling in soft clay using centrifuge modeling technique. Centrifuge modeling has an advantage that the consolidation time of the clay under forced gravity field can be expedited significantly to study the long term performance of a pile due to tunneling. The types of piles investigated in the present study include floating pile, socketed pile and end bearing piles with different pile head conditions. The test results on the induced axial and lateral pile responses due to tunneling are presented in this paper and the implications of the findings to engineering practice are highlighted.


Author(s):  
Tim Aschenbrener ◽  
Nam Tran

The objective of this research was to (1) determine critical requirement(s) for in-place density based on a review of the literature; (2) analyze density test results shared by state highway agencies (SHAs) across the country to identify state specifications that minimize density results failing the identified critical requirement; and (3) document specification parameters that are important to achieve the critical requirement to share with SHAs that are interested in improving their density specifications. Based on prior research, the minimum density of an asphalt mixture should be 92.0% of the theoretical maximum specific gravity, as density below this critical level would have a detrimental effect on the long-term performance of the mix. Twelve SHAs identified thus far in this research have successfully adopted density specifications that minimize the number of test results below the 92.0% threshold. The statewide density results below the threshold in these states ranged from 3.1 to 11.0%. The density specifications in the 12 states play an important role in achieving these results as discussed in the paper. The case study presented in this paper showed that the density results below the identified threshold for a state in the Federal Highway Administration (FHWA) Demonstration Project decreased from 20.0% to only 5.7% with an improved density specification. There are likely more states with test results like those identified, and they will be added as they are identified in the future. In addition, more states will be added as they make improvements to their density specifications through this effort.


Materials ◽  
2020 ◽  
Vol 13 (1) ◽  
pp. 202 ◽  
Author(s):  
Marcin Stienss ◽  
Cezary Szydlowski

Warm mix asphalt (WMA) has been widely accepted as a future asphalt paving technology. Besides clear advantages, there are still some concerns regarding durability and long-term performance of pavements made with this type of asphalt mixtures. One of the most important issues is low temperature behaviour of WMA because certain additives used for temperature reduction can affect bitumen properties. This paper presents the evaluation of low-temperature properties of laboratory-produced asphalt concrete for wearing course with selected WMA additives. One type of bitumen with paving grade 50/70 and five WMA additives of different nature (organic, surface tension reducer and combination of both) were used in this study. The production and compaction temperature of mixtures containing WMA additives was 25 °C lower in comparison with the temperature of the reference mix. To assess the susceptibility of WMA to low-temperature cracking, Semi-Circular Bending (SCB) and Thermal Stress Restrained Specimen Test (TSRST) were used. Supplementary rating was made by analysing Bending Beam Rheometer (BBR) test results of asphalt binders.


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