Aerodynamics of High-Performance Wing Sails

1974 ◽  
Vol 11 (03) ◽  
pp. 270-276
Author(s):  
J. Otto Scherer

Some of the primary requirements for the design of wing sails are discussed. In particular, the requirements for maximizing thrust when sailing to windward and tacking downwind are presented. The results of water channel tests on six sail section shapes are also presented. These test results include the data for the double-slotted flapped wing sail designed by David Hubbard for A. F. Di Mauro's IYRU "C" class catamaran Patient Lady II.

1974 ◽  
Author(s):  
Otto Scherer

Some of the primary requirements for the design of wing sails are discussed. In particular, the requirements for maximizing thrust when sailing to windward and tacking down wind are presented. The results of water channel tests on six sail section shapes are also presented. These test results include the data for the double slotted flapped wing sail designed by Mr. David Hubbard for Mr. A. F. Di Mauro's IYRU "c" class catamaran PATIENT LADY II.


Author(s):  
Prasada Rao Rangaraju

In collaboration with FHWA, the Minnesota Department of Transportation (Mn/DOT) has successfully completed its first experimental high-performance concrete pavement (HPCP) project under the Testing and Evaluation Program (TE-30). This project is one of the 22 projects funded under the TE-30 Program. With a structural design life of 60 years, this HPCP is unique in that it incorporates significant changes to the existing Mn/DOT specifications on concrete materials. Some of the new materials-related specifications developed as a part of this project are based on performance criteria that influence long-term durability of the pavement structure. The background and considerations for selecting the new performance measures are discussed, and test results are presented that evaluate the practical feasibility of establishing and achieving the performance specifications.


Author(s):  
C. Xu ◽  
B. Y. Zhang ◽  
Z. H. Hou

<p>The application of high performance concrete has been increasingly concerned in the negative flexural region of steel‐concrete continuous composite girder because of its favorable tensile performance. However, the unclear cyclic and ultimate performance of a high performance concrete composite girder results to the problems which hinder the further application. In this case, a series of fatigue negative bending tests on HPC composite girders and fatigue push‐out tests on stud connectors in HPC were executed. The test results showed that the fatigue slip in the HPC composite girder was smaller than the normal concrete composite girder, and the fatigue life of stud in HPC was longer than the one in normal concrete. Meanwhile, according to the comparison between the stud fatigue live evaluations and test results, the AASHTO‐based evaluations were comparatively with larger safety redundancy, and JSCE was close to the test results but had smaller safety redundancy.</p>


2013 ◽  
Vol 2013 (1) ◽  
pp. 000414-000414 ◽  
Author(s):  
Noriyoshi Shimizu ◽  
Wataru Kaneda ◽  
Hiromu Arisaka ◽  
Naoyuki Koizumi ◽  
Satoshi Sunohara ◽  
...  

In recent years, it has become apparent that the conventional FC-BGA (Flip Chip Ball Grid Array) substrate manufacturing method (Electroless Cu plating, Desmear, Laser Drilling processing) is reaching its limits for finer wiring dimensions and narrower pitches of the flip chip pad. On the other hand, the demand for miniaturization and higher density continues to increase. Our solution is the Organic Multi Chip Package, a combined organic interposer and organic substrate. Unlike a conventional 2.5D interposer that is separately manufactured and then attached to a substrate PWB (Printed Wire Board), the interposer of our Organic Multi Chip Package is built directly onto an organic substrate. First normal build-up layers are laminated on both sides of the PWB core and metal traces formed by conventional semi-additive techniques. After the back side is coated with a typical SR layer for FC-BGA, the top surface and its laser-drilled vias are smoothed by CMP (Chemical Mechanical Polishing). A thin-film process is used to deposit the interposer's insulating resin layers. Then normal processes are applied to open small diameter vias and a metal seed layer is sputtered on. The wiring is patterned, and the metal traces are fully formed by plating. Finally, the Cu pads on the top layer are treated by OSP (Organic Solderability Preservative). In this paper we discuss results using a prototype 40 mm × 40 mm Organic Multi Chip Package. The prototype's organic substrate has a two-metal layer core with 100 μm diameter through-holes, two build-up layers on the chip side, and three plus a solder resist layer on the BGA side. The interposer has four wiring layers. Thus the structure of the prototype is 4+(2/2/3). For evaluation purposes, there are four patterns of lines and spaces on the interposer: 2 μm/2 μm, 3 μm/3 μm, 4 μm/4 μm, and 5 μm/5 μm. The metal trace thicknesses are 2.5 μm, via diameters are 10 μm, pad pitches are 40 μm, and the Cu pad diameters are 25 μm. These dimensions allow the Organic Multi Chip Package to easily make the pitch conversions of the IC to the PCB. With a 4+(2/2/3) structure, the Organic Multi Chip Package is asymmetric, raising concerns about package warping. However, the warping can be reduced by the optimization of structure and materials. In this way, we were able to connect a high pin-count logic chip to standard Wide I/O memory chips. We think that there are at least two obvious advantages of the Organic Multi Chip Package. The first is a total height reduction compared to a structure with a separate silicon interposer attached to a PWB substrate. The Organic Multi Chip Package, with its built-on interposer, eliminates the need for solder joints between the interposer and substrate. In addition, the fine resin layers make our interposer much thinner than a silicon interposer. The second advantage is simpler assembly. Our structure does not require the separate step of assembling an interposer to the substrate. Assembly costs should be lower and yields higher. In this paper we demonstrate the successful attainment of fine lines and spaces on the Organic Multi Chip Package. We also show and discuss reliability test results.


Author(s):  
RADITYA ISWANDANA ◽  
RICHA NURSELVIANA ◽  
SUTRIYO SUTRIYO

Objective: Gold nanoparticles (AuNPs) are highly useful for drug delivery, but their application is limited by their stability as they readily aggregate.This issue can be prevented by adding a stabilizing agent such as resveratrol (RSV), which is a polyphenol derived from plants, that is used to preventcancer. Therefore, we propose a novel method to prepare stable RSV-conjugated nanoparticles modified with polyethylene glycol (RSV-AuNP-PEG).Methods: In the first step, the Turkevich method was used to synthesize the AuNPs. Then, PEG was added as stabilizer agent and conjugated with RSV.The synthesized conjugates were characterized using ultraviolet-visible spectrophotometry, Fourier transform infrared spectroscopy, particle sizeanalysis, and high-performance liquid chromatography.Results: The obtained RSV-AuNP-PEG had a particle size of 83.93 nm with a polydispersity index (PDI) of 0.562 and formed a translucent purple-redfluid in solution. The zeta potential was −22.9 mV, and the highest entrapment efficiency was 75.86±0.66%. For comparison, the RSV-AuNP solutionwas purple and turbid, the particle size was 51.97 nm with a PDI of 0.694, and the zeta potential was −24.6 mV. The stability test results showed thatthe storage stability of RSV-AuNP-PEG was better than that of AuNP-RSV. Further, the RSV-AuNP-PEG was shown to be most stable in 2% bovine serumalbumin (BSA) while the AuNP-RSV was most stable in 2% BSA in phosphate-buffered saline pH 7.4.Conclusion: These results show that modification of RSV-conjugated AuNPs with PEG effectively prevents their aggregation in storage, but only incertain mediums.


Author(s):  
Junxia Wu ◽  
Pedro Romero

Testing of asphalt concrete samples was conducted by using the asphalt pavement analyzer test, the Superpave® shear tester (SST) frequency sweep test, and the SST repeat shear at constant height test to determine the rutting susceptibility that might be expected from samples that have different levels of segregation. Previous research had divided segregation into four levels: none, light, medium, and high. Test results suggest that samples with different segregation levels might show similar rutting susceptibility. Therefore, performance-related models were established in which segregation was divided into three levels: good, fair, and unacceptable. The performance-related models were applied to field data, and examination indicates that the modified models are capable of assessing segregation in field projects. Examination also found that fine segregation was present. Fine segregation can be predicted by extrapolating the developed model from the coarse part to the fine part. However, more data should be investigated to develop acceptable criteria for fine segregation. A methodology was developed to improve pavement quality by controlling aggregate segregation and poor compaction in placed mats. With the models and the proposed methodology, realistic construction uniformity could be assessed by agencies and contractors, which is the first step in obtaining pavements with high performance and longer service life.


2020 ◽  
Vol 10 (4) ◽  
pp. 1335 ◽  
Author(s):  
Shuwen Deng ◽  
Xudong Shao ◽  
Banfu Yan ◽  
Yan Wang ◽  
Huihui Li

Joints are always the focus of the precast structure for accelerated bridge construction. In this paper, a girder-to-girder joint suitable for steel-ultra-high-performance concrete (UHPC) lightweight composite bridge (LWCB) is proposed. Two flexural tests were conducted to verify the effectiveness of the proposed T-shaped girder-to-girder joint. The test results indicated that: (1) The T-shaped joint has a better cracking resistance than the traditional I-shaped joint; (2) The weak interfaces of the T-shaped joint are set in the areas with relatively lower negative bending moment, and thus the cracking risk could be decreased drastically; (3) The natural curing scheme for the joint is feasible, and the reinforcement has a very large inhibitory effect on the UHPC material shrinkage; The joint interface is the weak region of the LWCB, which requires careful consideration in future designs. Based on the experimental test results, the design and calculation methods for the deflection, crack width, and ultimate flexural capacity in the negative moment region of LWCB were presented.


2017 ◽  
Vol 8 (4) ◽  
pp. 392-401 ◽  
Author(s):  
Hassan A.M. Mhamoud ◽  
Jia Yanmin

Purpose This study aims to focus on the resistance to elevated temperatures of up to 700ºC of high-performance concrete (HPC) compared to ordinary Portland concrete (OPC) with regards to mass loss and residual compressive and flexural strength. Design/methodology/approach Two mixtures were developed to test. The first mixture, OPC, was used as the control, and the second mixture was HPC. After 28 days under water (per Chinese standard), the samples were tested for compressive strength and residual strength. Findings The test results showed that at elevated temperatures of up to 500ºC, each mixture experienced mass loss. Below this temperature, the strength and the mass loss did not differ greatly. Originality/value When adding a 10 per cent silica fume, 25 per cent fly, 25 per cent slag to HPC, the compressive strength increased by 17 per cent and enhanced the residual compressive strength. A sharp decrease was observed in the residual flexural strength of HPC when compared to OPC after exposure to temperatures of 700ºC.


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