Relevant bibliographies by topics / Development length

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Development length'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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Journal articles on the topic "Development length"

1

Ha, Sang-Su, and Dong-Uk Choi. "Development Length of GFRP Bars." Journal of the Korea Concrete Institute 22, no. 1 (February 28, 2010): 131–41. http://dx.doi.org/10.4334/jkci.2010.22.1.131.

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Kim, Joon Yeon, Do Gyun Kim, Hyoung Chan Bhang, Chong Cheoul Yun, and Jong Won Kim. "Development of the Bunch Length Detector." Journal of the Korean Physical Society 59, no. 2(3) (August 12, 2011): 1617–19. http://dx.doi.org/10.3938/jkps.59.1617.

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3

Vorperian, Houri K., Cliff M. Kalina, Ray D. Kent, Brian S. Yandell, and Lindell R. Gentry. "Vocal tract length development: MRI procedures." Journal of the Acoustical Society of America 109, no. 5 (May 2001): 2446. http://dx.doi.org/10.1121/1.4744668.

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4

Cosenza, E., G. Manfredi, and R. Realfonzo. "Development length of FRP straight rebars." Composites Part B: Engineering 33, no. 7 (October 2002): 493–504. http://dx.doi.org/10.1016/s1359-8368(02)00051-3.

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Sutharshana, S. "Empirical study of bar development length." Computer-Aided Design 17, no. 4 (May 1985): 200. http://dx.doi.org/10.1016/0010-4485(85)90221-0.

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Stojanovic, Zdenka, Angelina Nikodijevic, Bozidar Udovicic, Jasmina Milic, and Predrag Nikolic. "Size of lower jaw as an early indicator of skeletal class III development." Vojnosanitetski pregled 65, no. 8 (2008): 589–95. http://dx.doi.org/10.2298/vsp0808589s.

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Background/Aim. Malocclusion of skeletal class III is a complex abnormality, with a characteristic sagital position of the lower jaw in front of the upper one. A higher level of prognatism of the lower jaw in relation to the upper one can be the consequence of its excessive length. The aim of this study was to find the differences in the length of the lower jaw in the children with skeletal class III and the children with normal sagital interjaw relation (skeletal class I) in the period of mixed dentition. Methods. After clinical and x-ray diagnostics, profile tele-x-rays of the head were analyzed in 60 examinees with mixed dentition, aged from 6 to 12 years. The examinees were divided into two groups: group 1 - the children with skeletal class III and group 2 - the children with skeletal class I. The length of the lower jaw, upper jaw and cranial base were measured. The proportional relations between the lengths measured within each group were established and the level of difference in the lengths measured and their proportions between the groups were estimated. Results. No significant difference between the groups was found in the body length, ramus and the total length of the lower jaw. Proportional relation between the body length and the length of the lower jaw ramus and proportional relation between the forward cranial base and the lower jaw body were not significantly different. A significant difference was found in proportional relations of the total length of the lower jaw with the total lengths of cranial base and the upper jaw and proportional relation of the length of the lower and upper jaw body. Conclusion. Of all the analyzed parameters, the following were selected as the early indicators of the development of skeletal class III on the lower jaw: greater total length of the lower jaw, proportional to the total lengths of cranial base and the upper jaw, as well as greater length of the lower jaw body, proportional to the length of the upper jaw body. .
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Beschorner, Patrick F. E. "Optimal patent length and height." Empirica 35, no. 3 (January 12, 2008): 233–40. http://dx.doi.org/10.1007/s10663-007-9059-7.

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GU, Juan, and Xiao-Ping CHEN. "Length of cell cycle in neural development." Hereditas (Beijing) 33, no. 11 (December 2, 2011): 1185–90. http://dx.doi.org/10.3724/sp.j.1005.2011.01185.

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Walujodjati, E. "Development length on concrete with bundle bars." IOP Conference Series: Materials Science and Engineering 434 (December 3, 2018): 012197. http://dx.doi.org/10.1088/1757-899x/434/1/012197.

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Cho, Hyo-Min, Changwoo Lee, Hojae Kim, Yong Tae Kim, Teo Jeon Shin, and Bongyoung Ahn. "Development of length standard phantom for length measurement correction in x-ray image." Review of Scientific Instruments 92, no. 8 (August 1, 2021): 084104. http://dx.doi.org/10.1063/5.0057880.

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Dissertations / Theses on the topic "Development length"

1

Minozzo, Fabio. "Force development during and after muscle length changes." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=119614.

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Muscles are the motors of human movement. The most commonly accepted theory of muscle contraction, the "crossbridge theory", was postulated by A.F Huxley in 1957, and since then it has been widely accepted to model and explain how a muscle contracts. However, some phenomena are still not fully understood in the framework of the crossbridge theory, including the effects of muscle stretching and shortening on force production. More specifically, there is still controversy in the literature about the mechanisms responsible for the increase in force observed during and after stretch, and the decrease in force observed during and after shortening. The goal of the studies presented in this thesis was to investigate the mechanisms responsible for changes in force during and after length changes to test the following hypotheses: (i) force development during stretch is caused by crossbridges in a pre-powerstroke state, (ii) force development during shortening is affected by biasing crossbridges into pre-powerstroke, (iii) force enhancement after stretch is due to an increase in the number of attached crossbridges, (iv) force enhancement after stretch is caused by half-sarcomere non-uniformities, (v) force enhancement after stretch is caused by stiffening of non-contractile proteins induced by Ca2+, and (vi) force depression after shortening is caused by a decrease in the number of attached crossbridges. In order to achieve this goal, we developed four studies. First we investigated the mechanisms of force development (i) during stretch, and (ii) during shortening separately. We then investigated the link between the changes in force during length changes with the changes observed after length changes (iii). These three studies were performed with skinned muscle fibres from the rabbit psoas muscle. Finally, we investigated in details a potential mechanism for the residual force enhancement observed after stretch using a new preparation that we developed in our laboratory – isolated half-sarcomeres (iv). Our results suggest that (i) the force increase during stretch is largely caused by crossbridges in a pre-powerstroke state, (ii) the force decrease during shortening is related to the engagement of pre-powerstrokes only at the initial, rapid phase of force change, (iii) force enhancement after stretch is caused by an increase in the number of crossbridges attached to actin, half-sarcomere non-uniformities, and titin stiffening upon Ca2+ activation, and (iv) force depression after shortening is caused by myosin crossbridge deactivation.
Les muscles sont les moteurs du mouvement humain. La théorie la plus communément reconnue de la contraction musculaire, "théorie des pontages croisés", mis en avant par AF Huxley en 1957, est depuis largement utilisée comme model d'explication afin de démontrer comment un muscle se contracte. Toutefois, certains phénomènes ne sont pas encore entièrement compris dans la structure de cette théorie, notamment les effets d'étirement et de raccourcissement du muscle sur la production de la force. D'ailleurs, il existe toujours une controverse dans la littérature sur les mécanismes responsables de l'augmentation de la force observée pendant et après l'étirement, et la diminution de la force observée pendant et après le raccourcissement. L'objectif des travaux présentés dans cette thèse est d'étudier les mécanismes responsables des changements au niveau de la force pendant et après une modification de la longueur du muscle afin de tester les hypothèses suivantes: (i) le développement de la force au cours de l'étirement est causé par les pontages croisés en pré-course de puissance, (ii) le développement de la force au cours du raccourcissement est affecté par la polarisation des pontages croisés en pré-course de puissance, (iii) l'augmentation de la force après étirement est due à une augmentation du nombre de pontages croisés attachés, (iv) l'augmentation de la force après étirement est causée par les non-uniformités du demi-sarcomère, (v) l'augmentation de la force après étirement est causée par le raidissement des protéines non contractiles induites par le Ca2+, et (vi) la diminution de la force après raccourcissement est provoquée par une diminution du nombre de pontages croisés attachés. Dans le but d'atteindre cet objectif, nous avons élaboré quatre études. D'abord, nous avons étudié séparément les mécanismes de développement de la force (i) au cours de l'étirement, et (ii) au cours du raccourcissement. Ensuite, nous avons étudié le lien entre les changements de la force observés pendant et après une modification de la longueur du muscle. (iii). Ces trois études ont été réalisées à l'aide de fibres musculaires provenant du psoas du lapin. Enfin, nous avons étudié en détail un mécanisme potentiel pour l'augmentation de la force résiduelle observée après étirement en utilisant une nouvelle préparation développée en laboratoire - demi-sarcomères isolés (iv). Nos résultats nous amènent à penser que (i) l'augmentation de la force durant l'étirement est en grande partie causée par les pontages croisés dans un état de pré-course de puissance, (ii) la diminution de la force au cours du raccourcissement du muscle est lié à l'engagement de la pré-course de puissance, seulement au moment de la phase initiale rapide du changement de la force, (iii) l'augmentation de la force après étirement est provoquée par une augmentation du nombre de ponts fixés à l'actine, des non-uniformités du demi-sarcomère et du durcissement de la titine sur l'activation du Ca2+, et (iv) la diminution de force après raccourcissement est causée par la désactivation du pontage croisé de myosine.
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Trent, Justin David. "Transfer Length, Development Length, Flexural Strength, and Prestress Loss Evaluation in Pretensioned Self-Consolidating Concrete Members." Thesis, Virginia Tech, 2007. http://hdl.handle.net/10919/33161.

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The first objective of this thesis was to determine the effect of using self-consolidating concrete versus normal concrete on transfer and development lengths, and flexural strengths of prestressed members. Three small rectangular members were made, two cast with SCC mixes and one cast with a conventional mix, to determine the transfer length of each mix. Transfer lengths of both ends of each member were determined by measuring the concrete surface strains. The change in the transfer length was monitored by determining the transfer length of each member at prestress release, 7 days after release, and 28 days after release. All concrete mixes had lower than code determined transfer lengths at prestress release. Each concrete mix showed between a 12 to 56 percent increase in transfer length after 28 days. One SCC mix exceeded the ACI code stipulated 50 strand diameters 7 days after prestress transfer. The other SCC mix was consistently below the transfer length of the conventional concrete.

Separate development length members were cast in a stay-in-place steel form used for creating structural double tees. Each development length member was a stub tee. Iterative load testing was performed to determine the development length of each SCC and conventional mix. Development lengths for both SCC mixes were approximately 20 percent shorter than ACI and AASHTO code predictions. A development length for the conventional concrete was not determined due to non-repeating test data. The flexural strength of each member was determined during load testing. All concrete mixes achieved higher than the ACI predicted strengths.

The second objective of this thesis was to experimentally measure prestress losses and compare these experimental values to theoretical models. Crack initiation and crack reopening tests were performed to experimentally determine the prestress losses in each member. Three theoretical models were evaluated, the sixth edition PCI Design Handbook suggested model, a 1975 PCI Committee on Prestress Losses model, and the AASHTO LRFD prestress loss model. The crack initiation experimental values tended to be between 10 and 15 percent lower than theoretical models. In general, the crack reopening prediction of the effective prestress had a good correlation with theoretical models. This suggests crack reopening tests can be used as predictors of effective prestress, and as such, predictors of prestress losses in future experimental research. Additionally, the concrete type was shown to affect the prestress losses determined in the development length members. The SCC members tended to have higher effective prestress forces than the conventional concrete members, and thus had less prestress losses due to creep and shrinkage than the conventional concrete members.
Master of Science

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Sharma, Sanjib. "Uniform Flow Development Length in a Rough Laboratory Flume." OpenSIUC, 2015. https://opensiuc.lib.siu.edu/theses/1620.

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Test sections in laboratory studies should be fully developed and uniform if they are to be generalized. The objective of this study is to develop a model for predicting the uniform flow development length (Lunif) in a rough laboratory flume as a function of hydraulic parameters and bed particle roughness height (ks). Using an ADV time-averaged point velocity was measured in developing and fully developed turbulent subcritical rough open-channel flows. A series of laboratory tests were carried out in a 6.1-m-long and 0.46-m-wide rectangular channel. Tests were conducted with fine gravel (d50 = 5.8 mm, ks = 3.1d90 = 0.026 m), medium gravel (d50 = 14 mm, ks = 0.068 m), and with fine /medium gravel (d50 = 11 mm, ks = 0.04 m). For each test, longitudinal point velocity measurements were made along the center of the channel at five elevations, and at thirteen longitudinal stations. The study concluded that for flow to be uniform, the flow depth and mean cross-sectional velocity must be constant. In addition, root mean square of the fluctuating component of the velocity, RMS(u'), which is the measure of the turbulence intensity, should be uniform in order for a flow to consider uniform. Thus, RMS(u') is one of the indicative measures for determining the location where the developing flow is fully developed and uniform. The results showed that increasing the bed roughness height decreases the uniform flow development length. Using the dimensional and statistical analyses Lunif was estimated as a linear function of Reynold's particle number and Froude number.
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Hodges, Hunter Thomas. "Top Strand Effect and Evaluation of Effective Prestress in Prestressed Concrete Beams." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/36300.

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The first objective of this thesis was to assess the effect of casting orientation on bond strength in pretensioned prestressed concrete members. The "top strand effect" was evaluated through transfer and development length tests of prestressed concrete beams. Eight beams were cast with normal orientation, while four beams were cast with inverted orientation so that a significant depth of fresh concrete was placed below prestressing strands. Discrete transfer lengths were determined at the ends of each beam by measuring concrete surface strains. Inverted casting orientation caused an average 70 percent increase in transfer length. Some transfer lengths in beams with inverted casting orientation exceed current ACI and AASHTO code provisions. All measured transfer lengths were less than 90 strand diameters (45 in. for 0.5 in. diameter strands). Ranges of development length were determined through iterative load testing. The top strand effect on development length was more qualitative than quantitative. Ranges of development length in normal beams were conservatively less than code provisions. Ranges of development length in beams with inverted casting orientation were much closer to and sometimes exceeded code provisions. It is recommended that ACI and AASHTO code provisions for the development length of prestressing strand be modified to include the same magnification factors that are specified for the development length of deformed bars with twelve or more inches of fresh concrete placed below.

The second objective of this thesis was to compare experimentally measured prestress losses to theoretical calculations. Theoretical prestress losses were calculated according to PCI and AASHTO Refined methods. These methods produced similar results. Prestress losses were experimentally measured by vibrating wire gages and flexural load testing. Vibrating wire gages were used to monitor internal concrete strains. Two methods were used to reduce vibrating wire gage data: an upper/lower bound method and a basic method. The upper/lower bound method produced distorted data that was unreasonable in some cases. The basic method was more reasonable, but resulted in some prestress loss measurements that were greater than theoretical predictions. Flexural load testing was used to back calculate prestress losses from crack initiation and crack reopening loads. Prestress losses measured by crack initiation loads were generally greater than theoretical values. Losses measured by crack reopening loads were distorted. The distortion was attributed to difficulty in isolation of the correct crack reopening load. Large measurements of prestress losses by the basic vibrating wire gage and crack initiation methods suggested that losses occurred between the time when concrete was poured and prestress transfer occurred. Such losses are not accounted for in current code provisions. More research is recommended to determine the magnitude of these additional losses and their effect on design.
Master of Science

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Nassar, Adil J. "Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders." Thesis, Virginia Tech, 2002. http://hdl.handle.net/10919/32941.

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Encouraged by the performance of high performance normal weight composite girders, Virginia Department of Transportation has sought to exploit the use of high strength lightweight composite concrete (HSLWC) girders to achieve economies brought about by the reduction of dead loads in bridges. Transfer Length measurements conducted on two AASHTO Type IV HSLWC prestressed girders, resulted in an average transfer length of 17 inches, well below the AASHTO and ACI guidance. Two girders composed of HSLWC AASHTO Type II girders and a 48" x 8" normal weight 4000-psi concrete deck were produced. The HSLWC Type II girders were cast of concretes with a compressive strength of 6380 psi and unit weight of 114 pcf. Full scale testing of the girders was conducted to evaluate development length and flexural strength in HSLWC composite girders. Embedment lengths of five, six and eight feet were evaluated. Tests indicated a development length of about 72 inches, marginally below the ACI and AASHTO stipulation. Four of eight strands in the girders showed general bond failure nevertheless, the tested girders exceeded their theoretical flexural capacity by 24 to 30 percent. A third composite girder was cast of a high strength normal weight concrete (HSNWC) Type II girder, and topped with a 48" x 8" normal weight 4000-psi concrete deck. This girder was intended as a control specimen to contrast its test results with the HSLWC composite girders. The targeted compressive strength of both the HSLWC and HSNWC AASHTO beams was 8000 psi. The compressive strength of the HSNWC mixture, however, was about 8990 psi compared to 6380 psi for the HSLWC mixture. Prestress losses in HSLWC AASHTO Type IV girders monitored over a nine-month period were found to be less than those calculated using the ACI and PCI models. Furthermore, the ACI model indicated that the effective prestressess retained in the HSLWC girders in 30 year's time are greater than 50% of the specified tensile strength of the strands.
Master of Science
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Betts, Dean Harvey. "Analysis of telomerase activity and telomere length during early bovine development." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ61967.pdf.

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Agde, Tjernlund Jessica. "Length-scale effects in yielding and damage development in polymer materials." Licentiate thesis, Stockholm, 2005. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-485.

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Cheng, Yuqing. "A Mathematical Model to Predict Fracture Complexity Development and Fracture Length." Thesis, University of Louisiana at Lafayette, 2017. http://pqdtopen.proquest.com/#viewpdf?dispub=10246182.

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Hydraulic fracturing is a commonly used practice in stimulation treatment, especially in low-permeability formation. The fracture complexity usually took place in relation to the interaction between fractures and natural rock fabrics. Despite many studies regarding the production simulation, diagnostic methods, and mathematical models about fracture complexity, research about the local complexity development is still needed for optimized stimulation design. Aiming to predict the local complexity development and stimulation performance, a hierarchy model is designed to make the problem more tractable, and a corresponding mathematical model is developed for numerical simulation. A case study is provided, and the comparison with the result of micro-seismic mapping indicates much discrepancy between field data and simulated result. Considering the many limitations of the model, the discrepancy is tolerable and acceptable. According to the sensitivity analysis, a high injection rate could serve to increase fracture complexity while reducing the maximum length of fractures. The sensitivity analyses regarding bottom-hole net pressure show a weak relationship between the fracture complexity and the bottom-hole net pressure, but a high injection pressure or low in-situ stress can serve to enhance the stimulation performance by increasing the maximum length of fractures. Sensitivity analyses for fluid properties indicate that using the high-viscosity fracturing fluid can add to the local complexity of fractures and reduce the maximum length of fractures, while fluid density has little to do with the fracture complexity and stimulation performance. The parametric study regarding rock surface energy indicates little effect of surface energy of different shale rocks on changing the local fracture complexity and stimulation performance.

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Dubey, Prachi. "Development of cardiac patches using medium chain length polyhydroxyalkanoates for cardiac tissue engineering." Thesis, University of Westminster, 2017. https://westminsterresearch.westminster.ac.uk/item/q32v3/development-of-cardiac-patches-using-medium-chain-length-polyhydroxyalkanoates-for-cardiac-tissue-engineering.

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Medium chain length-PHAs (MCL-PHAs) have properties that make them exceptional for applications in cardiac tissue engineering. Cardiovascular diseases (CVD) are a major cause of death worldwide. Cardiac patches aim to facilitate the normal functioning of the heart muscle by providing repair and support to the infarcted tissue post myocardial infarction. In this project, two MCL-PHAs, poly(3-hydroxyoctanoate) (P(3HO) homopolymer and poly(3-hydroxynonanoate-co-3-hydroxyheptanoate) P(3HN-co-3HHP) were produced from Pseudomonas mendocina CH50 using sodium octanoate and sodium nonanoate respectively as the carbon source and the growth profiles were monitored for 48 h. The polymers were characterised to confirm the chemical structure of the polymers. Different types of scaffolds were fabricated like plain films, random fibres and aligned fibres, using different ratios of P(3HO) and P(3HN-co-3HHP) which were 100:0 (P(3HO)), 20:80 (P(3HO):P(3HN-co-3HHP), 50:50 (P(3HO):P(3HN-co-3HHP), 80:20 (P(3HO):P(3HN-co-3HHP) and 0:100 P(3HN-co-3HHP). The mechanical and thermal properties of the films were analysed along with the wettability of all the scaffolds. In vitro cytocompatibility studies were also conducted on all the different scaffolds (films, random and aligned fibres) by growing human induced pluripotent stem cell derived cardiomyocytes (hiPSC-CM) on them. The cells were found to be viable and healthy with comparable beating rates and calcium transients to that measured on gelatin which was used as the positive control. The cell alignment quantification on the aligned fibres indicated around 50% of the cells were aligned in one direction. Porous 5 wt% 2D scaffolds and porous 20 wt% 3D structure were fabricated using P(3HO) and different concentrations of the porogen, sucrose and NaCl respectively, to obtain pores in the size range of 250-300 μm which exhibited decreased hydrophobicity compared to the neat scaffolds. In vitro cell culture with C2C12 exhibited higher cell proliferation rate on the porous P(3HO) structures as compared to the neat P(3HO) film. The P(3HO) and PANI (polyaniline) blend scaffolds were fabricated to introduce electrical conductivity and they were analysed for their material characteristics. The effect of the addition of PANI on cardiomyocyte proliferation was studied using neonatal ventricular rat myocardial cells (NVRM). A one step method involving the use of poly(ethylene oxide-stat-propylene oxide) with isocyanate end groups (NCO-sP(EO-stat-PO) was used for the incorporation of RGD, YIGSR peptides and the vascular endothelial growth factor (VEGF) on the surface of P(3HO)/P(3HN-co-3HHP) (80:20) electrospun fibres and enhanced cell viability was studied using NVRMs.
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Burnford, Nicholas. "Development of Drape Simulation Software and the Optimisation of Variable-Length Textiles." Thèse, Université d'Ottawa / University of Ottawa, 2011. http://hdl.handle.net/10393/19867.

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The group of manufacturing methods known as Liquid Composite Moulding (LCM) is becoming the industry standard for Polymer Matrix Composite (PMC) production. These processes are versatile and cost-effective, but they are extremely dependant on the availability of textile preforms offering good quality and consistency. Good quality preforms are realised through well-controlled fibre volume fractions, fibre orientations and thicknesses as well as the absence of defects such as out-of-plane deformations and inter-fibre gaps. Preform quality is largely determined by the draping operation, which may be modeled to better inform the design of PMC components. A draping simulation software was developed in this thesis, which can simulate the draping of textiles onto model surfaces using the kinematic draping algorithm. In addition, the thesis presents a novel textile architecture where yarn spacing lengths in a textile may vary across the textile. These variable-length textiles can be custom-tailored for specific PMC applications, offering advantages over conventional constant-length textiles such as a larger surface area covered by a single piece of textile, lower values of in-plane shear, and controlled fibre orientations. The variable-length textiles can be optimised manually or using algorithms based on Monte Carlo methods which are implemented in the software. The draping simulation software was validated by comparing laboratory trials with drape simulations, and results obtained using generic demonstrators and an industrial component; several optimisation results are presented, demonstrating the advantages associated with variable-length textiles over conventional, constant-length textiles.
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Books on the topic "Development length"

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World Health Organization (WHO). WHO child growth standards: Length/height-for-age, weight-for-age, weight-for-length, weight-for-height and body mass index-for-age : methods and development. Geneva: World Health Organization, 2006.

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Ramirez, J. A. Transfer, development, and splice length for strand/reinforcement in high-strength concrete. Washington, D.C: Transportation Research Board, National Research Council, 2008.

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Lane, Susan N. A new development length equation for pretensioned strands in bridge beams and piles. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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WHO child growth standards: Growth velocity based on weight, length and head circumference : methods and development. Geneva, Swtizerland: World Health Organization, Department of Nutrition for Health and Development, 2009.

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Curran, Linda T. Armed Services Vocational Aptitude Battery (ASVAB): Item, overlength and operational length development of forms 18 and 19. Brooks Air Force Base, Tex: Air Force Human Resources Laboratory, Air Force Systems Command, 1990.

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Klesmer, Harold. E.S.L. achievement project: Development of English as a second language achievement criteria as a function of age and length of residence in Canada. [North York, Ont.]: The Board, 1993.

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Shevcov, Vyacheslav. Auxiliary historical disciplines: historical Metrology of Russia. ru: INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1048877.

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The textbook sets out the basics of historical Metrology, presents the historiography of the discipline, and describes its sources, methods, and research approaches. The features of the formation and development of the main Russian measures and their application are considered in the General context of the economic and cultural history of the Russian state and society, the development of scientific and technical knowledge. The appendices contain the program of lectures on historical Metrology, control questions on the course, topics of possible abstracts, a list of sources, textbooks and literature, the main Russian dometric measures of length, area, volume and weight. For students of historical faculties of higher educational institutions.
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Mead, Kenneth M. Railroad safety: Engineer work shift length and schedule variability : statement of Kenneth M. Mead, Director, Transportation Issues, Resources, Community, and Economic Development Division, before the Subcommittee on Transportation and Hazardous Materials, Committee on Energy and Commerce, House of Representatives. [Washington, D.C.]: The Office, 1992.

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Buckner, C. Dale. An analysis of transfer and development lengths for pretensioned concrete structures. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1994.

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Buckner, C. Dale. An analysis of transfer and development lengths for pretensioned concrete structures. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1994.

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Book chapters on the topic "Development length"

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Oliver, Jonathan J., Rohan A. Baxter, and Chris S. Wallace. "Minimum message length segmentation." In Research and Development in Knowledge Discovery and Data Mining, 222–33. Berlin, Heidelberg: Springer Berlin Heidelberg, 1998. http://dx.doi.org/10.1007/3-540-64383-4_19.

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Maul, Daniel. "At Arm’s Length: The ILO and Late Colonial Social Policy." In Human Rights, Development and Decolonization, 152–84. London: Palgrave Macmillan UK, 2012. http://dx.doi.org/10.1057/9780230358638_7.

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Olivera, Elías R., and José M. Luengo. "Engineering Strategies for Efficient and Sustainable Production of Medium-Chain Length Polyhydroxyalkanoates in Pseudomonads." In Bioplastics for Sustainable Development, 581–660. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1823-9_21.

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Aziz, Ahmad Naseer. "Amplified Fragment Length Polymerase-Based Phylogenetic Relationships of Heirloom Tomato and Dark Green Vegetable Accessions." In Sustainable Development and Biodiversity, 47–59. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-96454-6_2.

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Minot, M. J., W. L. Carter, J. J. Gannon, R. S. Hamilton, P. K. Miles, D. R. Parker, G. N. Riley, et al. "Advances in Long-Length BSCCO HTS Multifilamentary Composite Wire Development." In Advances in Cryogenic Engineering Materials, 131–37. Boston, MA: Springer US, 1994. http://dx.doi.org/10.1007/978-1-4757-9053-5_18.

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Taneda, T., M. Ueyama, T. Kaneko, J. Fujikami, K. Ohmatsu, K. Hayashi, K. Sato, S. Honjo, N. Hobara, and Y. Iwata. "Development of Long Length Round Strand for HTS Transposed Cable Conductor." In Advances in Superconductivity XI, 983–86. Tokyo: Springer Japan, 1999. http://dx.doi.org/10.1007/978-4-431-66874-9_230.

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Titus, Afton. "The Promise of Non-arm’s Length Practices: Is the Destination-Based Cash Flow Tax or Unitary Taxation the Panacea of Which Developing Countries Are in Search?" In Taxation, International Cooperation and the 2030 Sustainable Development Agenda, 29–46. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64857-2_2.

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Abstract:
AbstractThe issues developing countries face when implementing the arm’s length standard are well known. As a result, the time seems opportune for an alternative paradigm. The unitary taxation system has received considerable attention and comment over the last few years as such an alternative. Some have heralded it as the answer to the many problems brought about by the arm’s length standard. Moreover, some suggest that the destination-based cash flow taxation system is the panacea to the present problems in international tax arising from the prevailing approach to the taxation of global affiliated companies. This article tests whether the destination-based cash flow tax and unitary taxation system continue to hold promise when applied in an African context.
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Hao, Qingduo, Yanlei Wang, and Jinping Ou. "Development Length of Glass Fiber Reinforced Plastic (GFRP)/Steel Wire Composite Rebar." In Advances in FRP Composites in Civil Engineering, 292–95. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_62.

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Genedy, Moneeb, Rahulreddy Chennareddy, Michael Stenko, and Mahmoud Reda Taha. "Development Length of Steel Reinforcement in Polymer Concrete for Bridge Deck Closure." In International Congress on Polymers in Concrete (ICPIC 2018), 329–35. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78175-4_41.

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Krem, Slamah, and Khaled Soudki. "Development Length of Carbon-Fiber-Reinforced Polymer Bars in Self-Consolidating Concrete." In Design, Production and Placement of Self-Consolidating Concrete, 379–91. Dordrecht: Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-9664-7_32.

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Conference papers on the topic "Development length"

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Animashawun, Kolawole, and Martin Goodlad. "Pipeline Bundle Extended Length for Subsea Development." In Offshore Technology Conference. Offshore Technology Conference, 2016. http://dx.doi.org/10.4043/27110-ms.

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Animashawun, Kolawole, and Martin Goodlad. "Extended Pipeline Bundle Length for Field Development." In Offshore Technology Conference Asia. Offshore Technology Conference, 2016. http://dx.doi.org/10.4043/26518-ms.

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Wilkie, Colin, and Leif Azzopardi. "Relating retrievability, performance and length." In SIGIR '13: The 36th International ACM SIGIR conference on research and development in Information Retrieval. New York, NY, USA: ACM, 2013. http://dx.doi.org/10.1145/2484028.2484145.

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Seon, Yonggeun, Sanghoon Hawng, Jongman Lee, Kyoungbeom Lee, and Wooyoung Kim. "Development of Length-Compensated Proportional Counter at KRISS." In Proceedings of the Second International Symposium on Radiation Detectors and Their Uses (ISRD2018). Journal of the Physical Society of Japan, 2019. http://dx.doi.org/10.7566/jpscp.24.011004.

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Tagar, Synthia, Preethi Goverdhanam, and Srinivas S. Pulugurtha. "Operational and Safety Effects of a Reduced Cycle Length Strategy." In International Conference on Transportation and Development 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479926.096.

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Vasiloudis, Theodore, Hossein Vahabi, Ross Kravitz, and Valery Rashkov. "Predicting Session Length in Media Streaming." In SIGIR '17: The 40th International ACM SIGIR conference on research and development in Information Retrieval. New York, NY, USA: ACM, 2017. http://dx.doi.org/10.1145/3077136.3080695.

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Gadbois, Jeremiah, and Gregory Wilkerson. "Uniform Flow Development Length in a Rough Laboratory Flume." In World Environmental and Water Resources Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413548.124.

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Xiaowen Li and Zhendong Chen. "A design of improved flexible-length S-random interleaver." In 2011 3rd International Conference on Computer Research and Development (ICCRD). IEEE, 2011. http://dx.doi.org/10.1109/iccrd.2011.5763930.

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Shao, Taihua, Fei Cai, Honghui Chen, and Maarten de Rijke. "Length-adaptive Neural Network for Answer Selection." In SIGIR '19: The 42nd International ACM SIGIR Conference on Research and Development in Information Retrieval. New York, NY, USA: ACM, 2019. http://dx.doi.org/10.1145/3331184.3331277.

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Maxwell, David, Leif Azzopardi, and Yashar Moshfeghi. "A Study of Snippet Length and Informativeness." In SIGIR '17: The 40th International ACM SIGIR conference on research and development in Information Retrieval. New York, NY, USA: ACM, 2017. http://dx.doi.org/10.1145/3077136.3080824.

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Reports on the topic "Development length"

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Porterfield, Krista Beth. Bond, Transfer Length, and Development Length of Prestressing Strand in Self-Consolidating Concrete. Precast/Prestressed Concrete Institute, 2012. http://dx.doi.org/10.15554/pci.rr.mat-002.

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Grujicic, Mica. Multi-length Scale Material Model Development for Armorgrade Composites. Fort Belvoir, VA: Defense Technical Information Center, May 2014. http://dx.doi.org/10.21236/ada605327.

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Marcelo Bento Soares. Technology development for gene discovery and full-length sequencing. Office of Scientific and Technical Information (OSTI), July 2004. http://dx.doi.org/10.2172/825961.

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Kennedy, Robert S., James G. May, Marshall B. Jones, and Jennifer E. Fowlkes. Development of Saccade Length Index of Taskload for Biocybernetic Application. Fort Belvoir, VA: Defense Technical Information Center, January 1989. http://dx.doi.org/10.21236/ada205199.

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May, James G., Robert S. Kennedy, and Jennifer E. Fowlkes. Development of Saccade Length Index of Taskload for Biocybernetic Application. Fort Belvoir, VA: Defense Technical Information Center, November 1987. http://dx.doi.org/10.21236/ada189384.

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Zhang, Yongfeng, Daniel Schwen, Pritam Chakraborty, and Xianming Bai. Lower Length Scale Model Development for Embrittlement of Reactor Presure Vessel Steel. Office of Scientific and Technical Information (OSTI), September 2016. http://dx.doi.org/10.2172/1369375.

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Haq, Mahmoodul, and Rigoberto Burgueño. Effect of SCC Mix Proportioning on Transfer and Development Length of Prestressing Strands. Precast/Prestressed Concrete Institute, 2008. http://dx.doi.org/10.15554/pci.rr.comp-012.

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Poole, Toy S., and Lillian D. Wakeley. Length Change and Strength Development of Candidate Cement-Based Sealing Mixtures for the WIPP. Fort Belvoir, VA: Defense Technical Information Center, April 1993. http://dx.doi.org/10.21236/ada266316.

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Zhang, Yongfeng, Benjamin Beeler, Larry Aagesen, Chao Jiang, K. Ahmed, J. Yu, D. Schwen, et al. Progress update on lower length scale research and development on U3Si2 fuel and FeCrAl cladding. Office of Scientific and Technical Information (OSTI), September 2017. http://dx.doi.org/10.2172/1472101.

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Zhang, Yongfeng. Overview of lower length scale model development for accident tolerant fuels regarding U3Si2 fuel and FeCrAl cladding. Office of Scientific and Technical Information (OSTI), September 2016. http://dx.doi.org/10.2172/1389929.

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