Relevant bibliographies by topics / Strength

Academic literature on the topic 'Strength'

Author: Grafiati
Published: 4 June 2021
Last updated: 28 July 2024

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Journal articles on the topic "Strength"

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Choi, Sung-Oong. "Estimation of Rock Strengths Using Block Punch Strength Index Test." Journal of the Korean Society of Mineral and Energy Resources Engineers 50, no. 1 (2013): 88. http://dx.doi.org/10.12972/ksmer.2013.50.1.088.

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Petersen, Helen J. "Strength to Strength." Oral Surgery 14, no. 4 (October 4, 2021): 311–12. http://dx.doi.org/10.1111/ors.12667.

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Quinn, John J., and Sadie Shinkins. "Strength to strength." Manufacturing Engineer 68, no. 7 (1989): 36. http://dx.doi.org/10.1049/me:19890097.

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Young, Kevin C., Todd B. Kashdan, and Richard Macatee. "Strength balance and implicit strength measurement: New considerations for research on strengths of character." Journal of Positive Psychology 10, no. 1 (May 29, 2014): 17–24. http://dx.doi.org/10.1080/17439760.2014.920406.

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Shao, Xiao Rong. "Experiments for Strength Properties of Polypropylene Fiber-Reinforced Concrete." Advanced Materials Research 194-196 (February 2011): 1030–34. http://dx.doi.org/10.4028/www.scientific.net/amr.194-196.1030.

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This paper made experimental research on the compressive strength, axis compressive strength and splitting tension strength of polypropylene fiber-reinforced concretes at a fiber content of 0.9Kg/m3 in different ages which showed that: in the experiment of compressive strength, the strengths of C20 polypropylene fiber concretes in the ages was lower; the strength of C30 polypropylene fiber concretes in the age of 7 days was lower, the strengths in the ages of 14 days and 28 days were basically equal to; the strength of C40 polypropylene fiber concretes in the age of 7 days was basically equal to and in 28 days was higher than the strengths of ordinary concretes. In the experiment of axis compressive strength, the strengths of C20 polypropylene fiber concretes in the ages were lower; the strengths of C30 polypropylene fiber concretes in the age of 7 days and 14 days were lower and in the age of 28 days was basically equal to; the strengths of C40 polypropylene fiber concretes in the ages were basically equal to the strengths of ordinary concretes. In the experiment of splitting tension strength, the strengths of C20 and C30 polypropylene fiber concretes were lower; the strength of C40 polypropylene fiber concretes in the age of 28 days was basically equal to the strengths of ordinary concretes. Conclusion: the relationships between the strength of fiber concretes and ordinary concretes are correlated to the strength grades of concretes, namely, When the strength degrade of concretes is low, the strength of polypropylene fiber concretes is lower, but the strength reaches closer to or exceeds the strength of ordinary concretes along with the increase of the strength grade of concretes.
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WATKINS, RAM, H. W. PANG, and D. P. MCNICHOLL. "A COMPARISON BETWEEN CUBE STRENGTHS AND IN SITU CONCRETE STRENGTH DEVELOPMENT.,UBE STRENGTHS AND IN SITU CONCRETE STRENGTH DEVELOPMENT." Proceedings of the Institution of Civil Engineers - Structures and Buildings 116, no. 2 (May 1996): 138–53. http://dx.doi.org/10.1680/istbu.1996.28282.

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Voigt, Andrea, and Christiane Scheffler. "Manual Abilities of the Elderly - Handgrip Strength, Finger and Thumb Push Strength and Opening Strength in Age Comparison." Anthropologischer Anzeiger 68, no. 2 (March 1, 2011): 167–73. http://dx.doi.org/10.1127/0003-5548/2011/0090.

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Hunt, jane. "From strength to strength." Paediatric Nursing 4, no. 8 (October 1992): 4. http://dx.doi.org/10.7748/paed.4.8.4.s2.

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Kemp, Susan P., and Liane V. Davis. "From Strength to Strength." Women's Review of Books 12, no. 12 (September 1995): 18. http://dx.doi.org/10.2307/4022236.

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Markham, Ian S., and Uriah Y. Kim. "From Strength to Strength." Reviews in Religion & Theology 15, no. 1 (December 7, 2007): 1–3. http://dx.doi.org/10.1111/j.1467-9418.2007.00366.x.

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Dissertations / Theses on the topic "Strength"

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Johnson, Eric P. "Composite strength statistics from fiber strength statistics." Thesis, Monterey, California. Naval Postgraduate School, 1991. http://hdl.handle.net/10945/26420.

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Utilization of composites in critical design applications requires an extensive engineering experience data base which is generally lacking, especially for rapidly developing constituent fibers. As a supplement, an accurate reliability theory can be applied in design. This investigation is a part of a research effort to develop a probabilistic model of composite reliability capable of using data produced in small laboratory test samples to predict the behavior of large structures with respect to their actual dimensions. This work included testing of composite strength which was then used in exploring the methodology of predicting composite reliability from the parent single filament fiber strength statistics. This required testing of a coordinate set of test samples which consisted of a composite and its parent fibers. Previously collected fiber strength statistics from two different production spools were used in conjunction with the current effort. This investigation established that, for a well made composite, the Local Load Sharing Model of reliability prediction exhibited outstanding correlation with experimental data and was sufficiently sensitive to predict deficient composite strength due to a specific fiber spool with an abnormally weak lower tail. In addition, it provided an upper bound on the composite reliability. This investigation is unique in that is used a coordinate set of data with an unambiguous genesis of parent fiber and subsequent composite. The findings of this investigation are also definitive in that six orders of extrapolation of size in reliability prediction has been verified
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Kamp, Nicolas. "Toughness-strength relationships in high strength 7xxx aluminium alloys." Thesis, University of Southampton, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.288151.

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Stone, Michael H., Meg E. Stone, William A. Sands, Kyle C. Pierce, Robert U. Newton, G. Gregory Haff, and Jon Carlock. "Maximum Strength and Strength Training---A Relationship to Endurance?" Digital Commons @ East Tennessee State University, 2006. https://dc.etsu.edu/etsu-works/4615.

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Endurance can be defined as the ability to maintain or to repeat a given force or power output. The sport performance-endurance relationship is a multi-factorial concept. However, evidence indicates that maximum strength is a major component. Conceptually, endurance is a continuum. The literature indicates that (a) maximum strength is moderately to strongly related to endurance capabilities and associated factors, a relationship that is likely stronger for high intensity exercise endurance (HIEE) activities than for low intensity exercise endurance (LIEE); (b) strength training can increase both HIEE and LIEE, the effect being greater for HIEE; (c) the volume of strength training plays a role in endurance adaptation; and (d) mechanical specificity and training program variables also play a role in the degree of adaptation..
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Biel, Andrea P. "Teaching to Strengths: Evaluation of a Character Strength Curriculum and Disciplinary Outcomes." Xavier University / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=xavier1564788317136618.

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Trigueros, Angelique Francesca. "Using Parent-Identified Strengths of Autistic Children to Advance Strength-Based Intervention." ScholarWorks, 2018. https://scholarworks.waldenu.edu/dissertations/5803.

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Questions remain about the range of abilities autistic children possess and what constitutes effective treatment. Strength-based intervention contrasts with traditional autistic intervention approaches that focus on children's deficits. Studies on strength-based intervention approaches have not revealed how children's strengths are identified and have not used the insights of parents for this purpose. Neurodiversity serves as the conceptual framework because the tenets of neurodiversity align with those of strength-based approaches and hold that autism is a variation of the human condition rather than a disability. The purpose of this qualitative interpretive phenomenological study was to explore how the parent-identified strengths of autistic children may act as the basis for the advancement of strength-based intervention. The research questions focused on identifying the strengths of autistic children through semistructured interviews with 15 parents of high-functioning autistic children, who were recruited using purposive sampling. Data were analyzed using a three-level method, and six themes emerged: Routine, Caring for Others, Relationship with Parent, Intervention in School, Therapy, and Outlook for the Future. Practical implications for community psychology include development of strength-based approaches based on altruism, parent-child relationships, and positive outlooks for the future. Further research is recommended on caring for others and displaying affection in relation to strength-related constructs, such as resiliency and growth. Effective strength-based interventions may help autistic children develop based on their strengths, leading to positive social change.
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Baltodano-Goulding, Rafael. "Tensile strength, shear strength, and effective stress for unsaturated sand." Diss., Columbia, Mo. : University of Missouri-Columbia, 2006. http://hdl.handle.net/10355/4364.

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Thesis (Ph.D.)--University of Missouri-Columbia, 2006.
The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (February) Vita. Includes bibliographical references.
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Ledwell, Noah Michael Huntington. "Corticospinal and strength adaptations following unilateral strength training after stroke." Thesis, University of British Columbia, 2016. http://hdl.handle.net/2429/59445.

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Unilateral strength training of the less affected (LA) limb has been shown to improve strength bilaterally. This improved strength is referred to as cross-education in the literature. This intervention has the potential to be beneficial for individuals who cannot train both sides of the body due to post-stroke hemiparesis. To date only one group has researched cross-education in the upper limb in stroke, with varied results. The main purpose of our work was to determine if strength training of the LA forearm would change patterns of cortical excitability bilaterally after stroke, and additionally affect changes in strength and function bilaterally. Twenty-four participants with chronic (> 6 months) stroke-related hemiparesis engaged in three baseline sessions separated by 4-7 days. During these sessions individuals’ forearm strength, motor function, and motor impairment were tested, along with a TMS based assessment of corticospinal excitability and intracortical circuits. On a fourth visit participants completed their first training session using the LA arm, then were given the same wrist extension strength-training device to take home. Participants completed three 25-minute training sessions, weekly; one in the laboratory and the remaining two at home. After 5 weeks of training, participants returned to the laboratory for post-intervention retention tests. Cross-education increased strength in the LA wrist extensors (p = 0.026) and the untrained, more-affected (MA) wrist extensors (p = 0.05) in participants with chronic stroke, at the 1-week retention test. Further, LA arm strength remained increased at 5-week retention test (p = 0.023) despite there being no further training. There were strength improvements in the majority of participants in both their trained (17 of 24) and untrained (12 of 24) wrist extensors. There was a decrease in corticospinal inhibition in the LA hemisphere, and a release of interhemispheric inhibition (IHI) bilaterally. A significant increases in motor function and a decrease in motor impairment was seen, respectively. Results indicate that cross-education could be a valuable tool for increasing strength in chronic stroke. Cross-education training of the LA upper limb may allow individuals who do not have adequate function in their MA limb prior to training engage in rehabilitative interventions post-training.
Medicine, Faculty of
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Zaina, Mazen Said Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Strength and ductility of fibre reinforced high strength concrete columns." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2005. http://handle.unsw.edu.au/1959.4/22054.

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The main structural objectives in column design are strength and ductility. For higher strength concretes these design objectives are offset by generally poor concrete ductility and early spalling of the concrete cover. When fibres are added to the concrete the post peak characteristics are enhanced, both in tension and in compression. Most of the available experimental data, on fibre reinforced concrete and fibre reinforced high strength concrete columns, suggest that an improvement in both ductility and load carrying capacity due to the inclusion of the fibres. In this thesis the ductility and strength of fibre reinforced high strength concrete are investigated to evaluate the effect of the different parameters on the performance of columns. The investigation includes both experimental and the numerical approaches with 56 high strength fibre reinforced concrete columns being tested. The concrete strength ranged between 80 and 100 MPa and the columns were reinforced with 1, 2 or 2.6 percent, by weight, of end hooked steel fibres. The effect of corrugated Polypropylene fibres on the column performance was also examined. No early spalling of the cover was observed in any of the steel fibre reinforced column tested in this study. A numerical model was developed for analysis of fibre and non-fibre reinforced eccentrically loaded columns. The column is modelled as finite layers of reinforced concrete. Two types of layers are used, one to represent the hinged zone and the second the unloading portion of the column. As the concrete in the hinged layers goes beyond the peak for the stress verus strain in the concrete the section will continue to deform leading to a localised region within a column. The numerical model is compared with the test data and generally shows good correlation. Using the developed model, the parameters that affect ductility in fibre-reinforced high strength concrete columns are investigated and evaluated. A design model relating column ductility with confining pressure is proposed that includes the effects of the longitudinal reinforcement ratio, the loading eccentricity and the fibre properties and content and design recommendations are given.
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Amiri, Soroush. "Bond strength and shear strength of fiber-reinforced self-consolidating concrete." Mémoire, Université de Sherbrooke, 2017. http://hdl.handle.net/11143/10190.

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Le béton auto-plaçant renforcé de fibres (BAPF) est l’un des récents développements dans le monde de la technologie du béton combinant les performances de l’auto-consolidation avec la ductilité post-pic et les nombreux avantages face à la fissuration grâce à la présence des fibres dans le béton. L’utilisation de BAPF accroît l’efficacité économique globale de la phase de construction en réduisant la main d’oeuvre, ou la consommation d’énergie requise, en accélérant la vitesse de construction, la réduction ou l’élimination de ferraillage conventionnel et à la simplification des détails et placement du ferraillage. Le BAPF a gagné en popularité dans ses utilisations durant les dernières années telles dans les tabliers de ponts, les poutrelles et les poutres. En dépit de preuve d’amélioration de synergie entre la technologie d’auto-placement et l’ajout de fibres dans le BAPF, il est obligatoire de déterminer les propriétés convenables de ce matériau pour trouver les caractéristiques inappropriées dans le béton à l’état frais et durci. A cet égard, les défauts, tels l’agglomération de fibres, la ségrégation et la performance d’écoulement et le placement incorrects à cause de propriétés rhéologiques inappropriées à l’état frais, entraînent une réduction dans la résistance évaluée. L’objectif principal de cette étude est d’évaluer les propriétés du béton auto-plaçant (BAP), des mélanges intégrant différentes teneurs en granulats et du BAPF (avec insertion de différents types et teneurs de fibres). Ceci peut aider au développement de BAPF avec une rhéologie adaptée et une performance mécanique adéquate incluant une résistance d’adhésion et de cisaillement convenable pour des applications structurelles. Dans le but d’évaluer l’effet des fibres sur les propriétés rhéologiques de BAP à l’état frais, des mélanges intégrant quatre types de fibres avec différents élancement (L/D) seront étudiés. Ces fibres incluent des crochets d’acier (STH 55/30), du fil d’acier tréfilé (STN 65/13), de la macro-fibre synthétique de propylène (PP 56/38) et de l’alcool polyvinylique (PVA 60/12) avec différentes teneurs volumiques (0.25%, 0.5%) ajoutées au BPA de référence. Tous les mélanges ont un rapport w/b fixé à 0,42 et la teneur en granulats grossiers est respectivement de 29, 32 et 35% par volume de béton. Les caractéristiques de béton frais ont été évaluées en considérant l’affaissement, l'évaluation du temps d’écoulement (V-funnel), l'amplitude à l'écoulement du BAP (J-Ring), le tassement de surface et le rhéomètre ConTec. Les propriétés du béton durci, en particulier la résistance à la compression, la résistance à la traction par fendage, la résistance à la flexion, et le module élastique ont été évaluées. L’effet des types de fibres, des teneurs en fibres et en granulats sur la résistance à la rupture et la robustesse du BAP au cisaillement des mélanges optimisés, incluant le BAP de référence, le SCCAGG (32% and 35%), le FRSCC ST-H (0.25% and 0.5%), le FRSCCPP (0.25% and 0.5%), le PVA (0.25% and 0.5%) et le ST-N (0.25% and 0.5%) ont été testés en utilisant l’essai de cisaillement direct pour évaluer la résistance en cisaillement et la résistance résiduelle du béton. Les résultats des essais prennent en considération la capacité portante en cisaillement de l’élément structurel fabriqué à partir de BAPF. Les résultats des essais montrent que l’ajout de fibres était beaucoup plus efficace que l’accroissement de la teneur en agrégats sur la résistance au cisaillement du BAP. L’amélioration de la contrainte au cisaillement à la rupture comparée au mélange de référence est plus grande avec 16.3% pour l’ajout de fibre de type STN 0.5%, 15.8% pour l’ajout de fibre de type STH 0.5%, 14.92% pour l’ajout de fibre de type PP 0.5% et 7.73% pour l’ajout de fibre de type PVA 0.5%. De plus, l’ajout de fibres améliore le comportement post-pic en cisaillement du BPA en comparaison à l’augmentation de la teneur en granulats. L’augmentation de la teneur en fibres de 0.25% à 0.5%, par volume de béton, a amélioré la résistance et la ténacité au cisaillement, le comportement en flexion peu importe le type de fibres. Cette amélioration a été la plus élevée dans le cas du STH 0.5% et la plus basse pour des valeurs de PVA0.5%. La réponse de la résistance à l’adhésion des barres d’armatures localisées à différentes hauteurs de l’élément de mur (effet top-bar) a été étudiée pour des mélanges optimisés; le BPA de référence, les mélanges ST-H 0.5, et PP 0.5 ont été testés à travers l’essai d’arrachement direct des barres coulées dans le large élément de mur. Utilisation de fibres de propylène et de fibres à crochets d’acier au BPA a légèrement augmenté le facteur de modification à l’adhérence (effet top-bar) de 1 dans le cas du BPA jusque 1,1 et 1,2 pour les fibres de propylène et de crochets d’acier respectivement. Les éléments de mur fabriqués à partir du mélange de BPA de référence a montré la distribution de résistance la plus uniforme avec moins de 5% de réduction de sa résistance à l’adhérence sur la hauteur. Ces pertes de résistance à l’adhérence pour les éléments de mur coulés avec du BPA intégrant les de fibres de propylène et de fibres à crochets d’acier sont respectivement de 10% et 20%.
Abstract : Fiber reinforced self-consolidating concrete (FR-SCC) is one of the recent developments in the world of concrete technology which combines the self-consolidating performance with the post-peak ductility and multiple cracking advantages due to presence of fiber reinforcement in concrete. The use of FR-SCC increases the overall economic efficiency of the construction process by reducing the workforce, or energy consumption required, increasing speed of construction, reduction or elimination of the conventional reinforcement and to the simplification of reinforcement detailing and placement. The FR-SCC has gained increasing popularity applications in the last few years such as bridge decks, girders and beams. Despite the improvement evidence of synergy between self-consolidating technology and fiber addition in the FR-SCC, finding adequate properties of this material is mandatory to find any improper characteristics in the fresh and hardened states. In this regards, defects, such as fiber clustering, segregation and improper flow performance and placement due to improper rheological properties in the fresh state, which leads to reduction in strength, are evaluated. The main objective of this study is to evaluate some rheological and mechanical properties of self-consolidating concrete (SCC) mixtures with different aggregate contents and FR-SCC (incorporating different fiber types and contents). This can help to develop of FR-SCC with adapted rheology and proper mechanical performance including bond strength and shear strength for structural application. In order to evaluate the effect of fibers on rheological properties of SCC in the fresh state, mixtures incorporating four types of fibers with different aspect ratio (L/D) were investigated. The fibers included steel hooked (STH 55/30), steel drawn wire needles (STN 65/13), synthetic macro-fiber propylene (PP 56/38) and polyvinyl alcohol (PVA 60/12) with variety of volume content (0.25%, 0.5%) added to the SCC reference. All mixtures has a fixed w/b ratio of 0.42 and different coarse aggregate contents of 29, 32 and 35%, by volume of concrete. The fresh concrete characteristics were evaluated by considering the slump flow, V-funnel, J-Ring, surface settlement and ConTec rheometer. The hardened properties, mainly compressive strength, splitting tensile strength, flexural strength, flexural toughness, and modulus of elasticity were evaluated. The effect of fiber type, fiber content, and coarse aggregate content on ultimate shear load and shear toughness of the optimized mixtures. The mixtures including SCC reference, SCC with aggregate volume of 32% and 35% (SCCAGG 32% and SCCAGG 35%), SCC incorporating ST-H fibers with the dosages of 0.25% and 0.5% (FRSCC ST-H 0.25% and FRSCC ST-H 0.5%), SCC incorporating PP fibers with the dosages of 0.25% and 0.5% (FRSCC PP 0.25% and FRSCC PP 0.5%), SCC incorporating PVA fibers with the dosages of 0.25% and 0.5% (FRSCC PVA 0.25% and FRSCC PVA 0.5%) and SCC incorporating ST-N fibers with the dosages of 0.25% and 0.5% (FRSCC ST-N 0.25% and FRSCC ST-N 0.5%) were tested using the direct shear push-off test to evaluate shear strength and residual shear strength of the concrete. These test results could be used in the shear load carrying capacity of the structural element made by FRSCC. The test results show that adding fiber was much more effective than increasing aggregate content on the shear strength behaviour of SCC. The ultimate shear stress improvement of the mixtures incorporating fiber compared to the SCC reference mixture were 16.3% for STN 0.5%, 15.8% for STH 0.5%, 14.92% for PP 0.5%, and 7.73% for PVA 0.5% mixture. Moreover, adding fibers improved the post-peak shear behaviour of SCC compared to addition of aggregate content. Increasing the fiber content from 0.25% to 0.5%, by volume of concrete, improved shear strength, shear toughness and flexural toughness behaviour regardless of the fiber types. This enhancement was highest in the case of STH 0.5% and lowest values for PVA0.5%. The bond strength response of rebars located at different heights of the wall element (top-bar effect) investigated for optimized mixtures, including SCC reference, ST-H 0.5, and PP 0.5 mixtures was tested through direct pull-out test of rebars cast in the large wall elements. Adding propylene and steel hooked fibers to SCC is found to slightly increase the bond modification factor (top-bar effect) from 1 in the case of SCC up to 1.1 and 1.2 for propylene and steel hooked fibers, respectively. The wall elements made with SCC reference mixture showed the most uniform bond strength distribution and had less than 5% reduction of bond strength along the height. These bond strength losses for wall element cast with SCC incorporating 0.5 % of steel hooked fiber and that of propylen fiber with the same volume are 10% and 20%, respectively.
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Ye, Jianjun. "Compression strength of unstiffened elements in cold-reduced high strength steel." Thesis, The University of Sydney, 2005. https://hdl.handle.net/2123/27906.

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Compression strength of unstiffened elements in cold—reduced high strength steel G550 and G450 steel to Australian Standard AS 1397-1993 are investigated experimentally and theoretically in this thesis. The thesis describes two series of tests. The first one is material property tests performed on tension and compression coupons cut from high strength steel sheet in 0.6 mm or 1.0 mm thickness with nominal yield stress of 550 MPa and 1.5 mm thickness with nominal yield stress of 450 MPa. The second is compression tests performed on stub angles cut from high strength steel sheet in 0.6 mm and 1.0 mm thickness with nominal yield stress of 550 MPa. A numerical simulation on the angle compression tests using the commercial finite element computer program ABAQUS is also presented as part of this thesis. The effect of changing variables, such as geometric imperfections and end boundary conditions is also investigated. The ABAQUS analysis gives accurate simulations of the tests and is in good agreement with the experimental results. The results of the column tests and ABAQUS simulation have been compared with the design procedures in the Australian/New Zealand Standard for Cold- Formed Steel Structures (AS/NZS 4600). The stub column tests show that the current design rules give too conservative predictions of the compressive section capacities of the column members used in their current form for G550 steel. A design proposal is presented in this thesis to account for the effects peculiar to high strength thin steels on the section and member capacities.
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Books on the topic "Strength"

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Henderson, Sara. From strength to strength. Oxford: ISIS, 1995.

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Pappas, Nicholas J. Strength. New York: Algora Pub., 2012.

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Henderson, Sara. From strength to strength: An autobiography. Australia: Australian Large Print Audio & Video, 1995.

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Henderson, Sara. From strength to strength: An autobiography. London: Pan Books, 1995.

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Henderson, Sara. From strength to strength: An autobiography. [Sydney?]: Sun Australia, 1993.

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Henderson, Sara. From strength to strength: An autobiography. London: Pan, 1996.

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Carey, Craig R. Full strength. New York: Scholastic Inc., 2006.

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Walser, Martin G. Brand Strength. Wiesbaden: Deutscher Universitätsverlag, 2004. http://dx.doi.org/10.1007/978-3-322-81629-0.

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network), Animal Planet (Television, and Blackbirch Press, eds. Extreme strength. Detroit: Blackbirch Press, 2003.

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Society, Christian Science Publishing, ed. Family strength. Boston, Mass: Christian Science Pub. Society, 1995.

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Book chapters on the topic "Strength"

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Proske, Dirk, and Pieter van Gelder. "Masonry Masonry Strength Strength masonry Masonry strength." In Safety of historical stone arch bridges, 165–97. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-77618-5_4.

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Williams, Cicely. "From Strength to Strength." In Women on the Rope, 186–206. London: Routledge, 2024. http://dx.doi.org/10.4324/9781003465133-8.

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Macciotta, Renato. "Strength." In Selective Neck Dissection for Oral Cancer, 1–2. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-12127-7_272-1.

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Bährle-Rapp, Marina. "strength." In Springer Lexikon Kosmetik und Körperpflege, 534. Berlin, Heidelberg: Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-71095-0_10118.

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Gooch, Jan W. "Strength." In Encyclopedic Dictionary of Polymers, 704. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11271.

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Weik, Martin H. "strength." In Computer Science and Communications Dictionary, 1676. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_18382.

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Lynch, Gordon S., David G. Harrison, Hanjoong Jo, Charles Searles, Philippe Connes, Christopher E. Kline, C. Castagna, et al. "Strength." In Encyclopedia of Exercise Medicine in Health and Disease, 820. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-540-29807-6_3082.

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Macciotta, Renato. "Strength." In Encyclopedia of Earth Sciences Series, 882. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_272.

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Lake, Graham J., and Alan G. Thomas. "Strength." In Engineering with Rubber, 119–58. München: Carl Hanser Verlag GmbH & Co. KG, 2012. http://dx.doi.org/10.3139/9783446428713.005.

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Lake, Graham J., and Alan G. Thomas. "Strength." In Engineering with Rubber, 119–58. München, Germany: Carl Hanser Verlag GmbH & Co. KG, 2012. http://dx.doi.org/10.1007/978-3-446-42871-3_5.

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Conference papers on the topic "Strength"

1

"Core Strengths of High-Strength Concrete." In "SP-172: High-Performance Concrete - Proceedings: ACI International Conference, Malaysia 1997". American Concrete Institute, 1999. http://dx.doi.org/10.14359/6160.

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Rana, Juwel, Johan Kristiansson, and Kåre Synnes. "The strength of social strength." In SAC 2014: Symposium on Applied Computing. New York, NY, USA: ACM, 2014. http://dx.doi.org/10.1145/2554850.2555158.

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"Shear Strength of High-Strength Concrete Members." In SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/2825.

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"Strength of Lapped Splices in High-Strength Concrete." In SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/2831.

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"Flexural Strength and Ductility of High-Strength Concrete Columns." In SP-176: High-Strength Concrete in Seismic Regions. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5902.

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"Shear Strength of RC Members with High-Strength Concrete." In SP-176: High-Strength Concrete in Seismic Regions. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5908.

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"Long-Term Strength of High-Strength Silica Fume Concrete." In SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/2552.

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"Low-Strength Concrete and Controlled Low-Strength Material (CLSM) Produced With Class F Fly Ash." In SP-150: Controlled Low-Strength Materials. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4071.

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"Shear Strength of Beam-Column Joints with High-Strength Materials." In SP-176: High-Strength Concrete in Seismic Regions. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5906.

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Barkved, O. "Valhall PRM - Technical Highlights from Strength to Strength." In EAGE Workshop on Permanent Reservoir Monitoring (PRM) - Using Seismic Data 2011. Netherlands: EAGE Publications BV, 2011. http://dx.doi.org/10.3997/2214-4609.20145205.

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Reports on the topic "Strength"

1

Welch, J. QM02 Strength Measurement. Office of Scientific and Technical Information (OSTI), November 2010. http://dx.doi.org/10.2172/993413.

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Syn, C. Apple Strength Issues. Office of Scientific and Technical Information (OSTI), December 2009. http://dx.doi.org/10.2172/972126.

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Duthinh, Dat. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, MD: National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6495.

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Onishi, Yasuo, Ellen BK Baer, Jaehun Chun, Satoru T. Yokuda, Andrew J. Schmidt, Susan Sande, and William C. Buchmiller. Development of K-Basin High-Strength Homogeneous Sludge Simulants and Correlations Between Unconfined Compressive Strength and Shear Strength. Office of Scientific and Technical Information (OSTI), February 2011. http://dx.doi.org/10.2172/1027186.

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Vankirk, George, Andreas Frank, Michael Roth, Brett Williams, and William Heard. Residual strength of a high-strength concrete subjected to triaxial prestress. Engineer Research and Development Center (U.S.), January 2024. http://dx.doi.org/10.21079/11681/48055.

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Abstract:
This study investigates simplified mechanical loading paths that represent more complex loading paths observed during penetration using a triaxial chamber and a high-strength concrete. The objective was to determine the effects that stress-strain (load) paths have on the material’s unconfined compressive (UC) residual strength. The loading paths included hydrostatic compression (HC), uniaxial strain in compression (UX), and uniaxial strain load biaxial strain unload (UXBX). The experiments indicated that the load paths associated with nonvisible microstructural damage were HC and UX—which produced minimal impact on the residual UC strength (less than 30%)—while the load path associated with visible macro-structural damage was UXBX, which significantly reduced the UC strength (greater than 90%). The simplified loading paths were also investigated using a material model driver code that was fitted to a widely used Department of Defense material model. Virtual experiment data revealed that the investigated material model overestimated material damage and produced poor results when compared to experimental data.
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Irwin, John. Intermediate Strength Gravitational Lensing. Office of Scientific and Technical Information (OSTI), March 2005. http://dx.doi.org/10.2172/839937.

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Scharrer, Joseph K. High Strength Ceramics Bearings. Fort Belvoir, VA: Defense Technical Information Center, September 1997. http://dx.doi.org/10.21236/ada329478.

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McGarry, E. Dale, and Edward W. Boswell. Neutron source strength calibrations. Gaithersburg, MD: National Bureau of Standards, 1988. http://dx.doi.org/10.6028/nbs.sp.250-18.

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Duncan, B., and W. R. Broughton. Characterising strength of adhesion. National Physical Laboratory, June 2023. http://dx.doi.org/10.47120/npl.mgpg72.

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McKamey, C. G., and P. J. Maziasz. High-strength iron aluminide alloys. Office of Scientific and Technical Information (OSTI), June 1996. http://dx.doi.org/10.2172/450762.

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