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Journal articles on the topic 'Strength'

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Author: Grafiati

Published: 4 June 2021

Last updated: 28 July 2024

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

McMullen, G. "From strength to strength." Computer Bulletin 44, no. 5 (September 1, 2002): 4. http://dx.doi.org/10.1093/combul/44.5.4.

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12

Trabesinger, Andreas H. "From strength to strength." Nature Physics 13, no. 10 (October 2017): 926. http://dx.doi.org/10.1038/nphys4290.

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13

Chisholm, William S. "From Strength to Strength." Dictionaries: Journal of the Dictionary Society of North America 13, no. 1 (1991): 182. http://dx.doi.org/10.1353/dic.1991.0019.

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14

van den Brink, Jeroen. "From strength to strength." Nature Nanotechnology 2, no. 4 (April 2007): 199–201. http://dx.doi.org/10.1038/nnano.2007.91.

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15

McCallum Pardey, Toni G. "From strength to strength." Australasian Emergency Nursing Journal 10, no. 1 (March 2007): 1–2. http://dx.doi.org/10.1016/j.aenj.2007.01.004.

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16

Rossouw, Kobus. "FROM STRENGTH TO STRENGTH." South African Theatre Journal 13, no. 1 (January 1999): 175–78. http://dx.doi.org/10.1080/10137548.1999.9687692.

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17

Gölitz, Peter, Kira Márquez Pérez, and Evelyn Wessel. "Editorial:ChemPhysChemfrom Strength to Strength." ChemPhysChem 6, no. 1 (January 7, 2005): 3–4. http://dx.doi.org/10.1002/cphc.200400562.

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18

Van Tiem, Darlene M., and James L. Moseley. "Adding Strength to Strength." Performance Improvement 52, no. 8 (September 2013): 3. http://dx.doi.org/10.1002/pfi.21364.

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19

Seltzer, Steven. "From Strength to Strength." Academic Radiology 24, no. 7 (July 2017): 789. http://dx.doi.org/10.1016/j.acra.2017.04.004.

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20

McGee, Rob, Louise Marsh, and Sheila Williams. "From strength to strength: an 18-year comparison of New Zealand adolescents' self-perceived strengths." Australian and New Zealand Journal of Public Health 36, no. 2 (January 2, 2012): 167–70. http://dx.doi.org/10.1111/j.1753-6405.2011.00816.x.

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21

Menon, Krishna K., and Andris Freivalds. "Repeatability of Dynamic Strength Tests." Proceedings of the Human Factors Society Annual Meeting 29, no. 5 (October 1985): 517–20. http://dx.doi.org/10.1177/154193128502900525.

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The repeatability of dynamic strength tests was examined by calculating coefficients of variations (CV) for the forces exerted on lifting tests using the legs, torso and arms. Static strengths were also measured and compared to dynamic strengths. The CV for dynamic strengths, was in fact slightly lower than for static strengths, 9.79% vs. 10.6%. The correlations between the two types of strength measurements were large (r=.8l) and significant, indicating that along with good repeatability dynamic tests are an acceptable form of employee strength measurement.

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22

Lee, Swoo-Heon, Kyung-Jae Shin, So-Yeong Kim, and Hee-Du Lee. "Numerical Study on the Deformation Behavior of Longitudinal Plate-to-High-Strength Circular Hollow-Section X-Joints under Axial Load." Applied Sciences 9, no. 19 (September 24, 2019): 3999. http://dx.doi.org/10.3390/app9193999.

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This study aims to investigate the joint strength of longitudinal plate-to-high-strength steel circular hollow-section X-type joints under plate axial load. The material properties of high-strength steel with nominal yield strengths of 460, 650, 900, and 1100 MPa were used for parametric analysis. The variables for analysis were ratios of chord diameter to thickness, plate width to chord diameter, and utilization. To determine the capacity of connections, the joint strengths using a deformation limit and a strength limit were considered and compared with American Institute of Steel Construction (AISC), Eurocode 3, and ISO 14346. The joint strength determined by the ultimate deformation limit is approximately equal to the joint strength determined by the strength limit state at the yield strength of 460 MPa. The difference between both the joint strengths, however, becomes higher with increasing yield strength. The design equations estimate the joint strength based on the ultimate deformation limit approximately until the limitation of the nominal yield strength in each design code. As the nominal yield strength increases, the joint strengths are overestimated. In using high-strength steel in circular hollow-section X-type joints, the reduction factors of 0.75 and 0.62 for AISC and ISO 14346 are suggested for the nominal yield strengths of 900 and 1100 MPa, respectively. In Eurocode 3, the reduction factor of 0.67 is also suggested for a yield strength of 1100 MPa.

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23

Al-Qaisi, Fahd. "Hand Grip and Pinch Strength in a Healthy Children Norms for 6 to 18 Years in Al-Kharj City, Kingdom of Saudi Arabia." Journal of medical and pharmaceutical sciences 8, no. 1 (March 30, 2024): 54–61. http://dx.doi.org/10.26389/ajsrp.f290124.

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Background: Measuring and comparing grip and pinch strengths with their normative data is a valid method to detect intensity of the numerous damages of hand. The aim of the study was to establish the normative data of grip strength and three types of pinch strengths (Key, Tip and Palmar) in healthy Saudi’s children. Method: In this cross-sectional study, of grip strength and three types of pinch strengths (Tip, Key and Palmar) were recorded for 82 healthy children (41 boys and 41 girls) heathy children aged 7-18 years. The Camry Electronic Hand Dynamometer and Hydraulic Pinch Gauge were used to measure grip strength and pinch strength, respectively. Result: Normative data of grip and pinch strengths were provided. Grip and pinch strengths of both genders were close to each other’s and increasing consistently with increasing age. The maximum grip strength and pinch strength was obtained in the group of 14-18 years among both genders. In addition: Study results showed that there was a significant association between weight and all the hand grip strength and pinch strength (p < 0.05) in boys whereas BMI considered as an effective parameter on grip strength and tip pinch strength in girls. Conclusions: Findings from the present study provide reference values for hand grip strength and pinch strength for healthy children from 6- which will be useful to guide rehabilitation outcomes in routine clinical practice.18 years of age which will be useful to guide rehabilitation outcomes in routine clinical practice.

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24

Saeed, Jalal Ahmad, and Abbas Mohammed Abubaker. "Shear Strength and Behavior of High Strength Reinforced Concrete Beams without Stirrups." Sulaimani Journal for Engineering Sciences 3, no. 3 (April 1, 2016): 64–75. http://dx.doi.org/10.17656/sjes.10037.

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25

Saeed, S. A., and S. R. Sarhat. "Strength of fiber reinforced high-strength concrete with stirrups under direct shear." Journal of Zankoy Sulaimani - Part A 2, no. 2 (September 1, 1999): 64–73. http://dx.doi.org/10.17656/jzs.10040.

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26

Manohar, Balaji. "Growing from strength to strength." Journal of Indian Society of Periodontology 17, no. 3 (2013): 286. http://dx.doi.org/10.4103/0972-124x.115633.

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27

Moore, Michael Grahame. "Going From Strength to Strength." American Journal of Distance Education 28, no. 1 (January 2, 2014): 1–3. http://dx.doi.org/10.1080/08923647.2014.873645.

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28

Lewis, Sian. "Going from strength to strength." Nature Reviews Neuroscience 15, no. 11 (October 10, 2014): 699. http://dx.doi.org/10.1038/nrn3847.

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29

Coontz, R., J. Fahrenkamp-Uppenbrink, M. Lavine, and V. Vinson. "Going from Strength to Strength." Science 343, no. 6175 (March 6, 2014): 1091. http://dx.doi.org/10.1126/science.343.6175.1091.

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30

Jones, Deborah, and Ulrich Stimming. "Going from Strength to Strength." Fuel Cells 7, no. 4 (August 2007): 267. http://dx.doi.org/10.1002/fuce.200790015.

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31

Zhang, Ju, Chang Wang Yan, and Jin Qing Jia. "Compressive Strength and Splitting Tensile Strength of Steel Fiber Reinforced Ultra High Strength Concrete (SFRC)." Applied Mechanics and Materials 34-35 (October 2010): 1441–44. http://dx.doi.org/10.4028/www.scientific.net/amm.34-35.1441.

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This paper investigates the compressive strength and splitting tensile strength of ultra high strength concrete containing steel fiber. The steel fibers were added at the volume fractions of 0%, 0.5%, 0.75%, 1.0% and 1.5%. The compressive strength of the steel fiber reinforced ultra high strength concrete (SFRC) reached a maximum at 0.75% volume fraction, being a 15.5% improvement over the UHSC. The splitting tensile strength of the SFRC improved with increasing the volume fraction, achieving 91.9% improvements at 1.5% volume fraction. Strength models were established to predict the compressive and splitting tensile strengths of the SFRC. The models give predictions matching the measurements. Conclusions can be drawn that the marked brittleness with low tensile strength and strain capacities of ultra high strength concrete (UHSC) can be overcome by the addition of steel fibers.

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32

Frederick, Claire, and Shirley McNeal. "From Strength to Strength: “Inner Strength” with Immature Ego States." American Journal of Clinical Hypnosis 35, no. 4 (April 1993): 250–56. http://dx.doi.org/10.1080/00029157.1993.10403016.

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33

Kuperman, Aleksandr, Yuliya Gorbatkina, and Robert Turusov. "High-Strength Reinforced Plastics." Vestnik Volgogradskogo gosudarstvennogo universiteta. Serija 10. Innovatcionnaia deiatel’nost’, no. 2 (May 2015): 39–42. http://dx.doi.org/10.15688/jvolsu10.2015.2.4.

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34

Yuan, Jian Song, Dan Ying Gao, and Lin Yang. "Research on Strength of Steel Fiber Reinforced Concrete at Low Fiber Volume Fraction Based on Binary Variance Analysis." Advanced Materials Research 742 (August 2013): 243–48. http://dx.doi.org/10.4028/www.scientific.net/amr.742.243.

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Based on the strength tests, including compressive strength, split tensile strength, shear strength , of steel fiber reinforced concrete (SFRC) with different concrete strength grades (C20~C50) at low fiber volume fraction (0~0.7%), the influences of concrete strength grades and steel fiber volume on concrete strengths were studied, and the effect significance levels of the two factors was analyzed through the binary variance analysis. The results show that when the concrete strength grades are amongst C20 ~ C50 and steel fiber volume rates lie in the range 0~0.7%,the strengths of SFRC rises as concrete strength grade and steel fiber volume ratio increase ; the influence of concrete grade is more significant than that of steel fiber volume ratio on compressive strength and split tensile strength of SFRC; the influence of steel fiber volume fraction is less significant than that of concrete strength grades on shear strength of SFRC.

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35

Yan, Chang Wang, Jin Qing Jia, Ju Zhang, and Rui Jiang. "Compressive Strength and Splitting Tensile Strength of Polyvinyl Alcohol Fiber Reinforced Ultra High Strength Concrete (PFRC)." Advanced Materials Research 150-151 (October 2010): 996–99. http://dx.doi.org/10.4028/www.scientific.net/amr.150-151.996.

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The marked brittleness with low tensile strength and strain capacities of ultra high strength concrete (UHSC) with compressive strength of 100 MPa can be overcome by the addition of polyvinyl alcohol (PVA) fibers. The compressive strength and splitting tensile strength of ultra high strength concrete containing PVA fibers are investigated this paper. The PVA fibers were added at the volume fractions of 0%, 0.17%, 0.25%, 0.34% and 0.5%. The compressive strength of the PVA fiber reinforced ultra high strength concrete (PFRC) reached a maximum at 0.5% volume fraction, being an 8.2% improvement over the UHSC. The splitting tensile strength of the PFRC improved with increasing the volume fraction, achieving 46.7% improvements at 0.5% volume fraction. The splitting strength models were established to predict the compressive and splitting tensile strengths of the PFRC. The models give predictions matching the measurements.

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36

Poznyakov, V. D. "Weldability of high-strength alloyed steels with yield strength of 590–785 Mpa." Paton Welding Journal 2018, no. 3 (March 28, 2018): 6–11. http://dx.doi.org/10.15407/tpwj2018.03.01.

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37

Sunil B, Suthar, and Dr (Smt ). B. K. Shah Dr. (Smt.) B. K. Shah. "Study on Strength Development of High Strength Concrete Containing Alccofine and Fly-Ash." Paripex - Indian Journal Of Research 2, no. 3 (January 15, 2012): 102–4. http://dx.doi.org/10.15373/22501991/mar2013/38.

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38

He, Xi Xi, and Ping Fang. "Influence of Concrete Strength Grade and Age on Three Tensile Strengths." Advanced Materials Research 450-451 (January 2012): 179–86. http://dx.doi.org/10.4028/www.scientific.net/amr.450-451.179.

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Uniaxial tensile strength is one of the important strength parameters of concrete. In this study, two test methods were applied to determine direct tensile strength, splitting tensile strength and flexural strength of fly ash concrete specimens with the same cross section and different strength grades. Relationship among the uniaxial tensile, splitting tensile and flexural strength of concrete were researched. Furthermore, the influence of concrete strength and age to the three tensile strengths were specifically analyzed in the paper.

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39

Das, Biman, and Yanqing Wang. "Isometric Pull-Push Strengths in Workspace: 1. Strength Profiles." International Journal of Occupational Safety and Ergonomics 10, no. 1 (January 2004): 43–58. http://dx.doi.org/10.1080/10803548.2004.11076594.

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40

Fisher, David, Marijn Franx, and Garth Illingworth. "Line Strengths and Line-Strength Gradients in S0 Galaxies." Astrophysical Journal 459 (March 1996): 110. http://dx.doi.org/10.1086/176873.

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41

Chomcherngpat, C., P. Mandhani, C. Lum, and C. Martin. "Human Lifting Strength in Different Postures." Proceedings of the Human Factors Society Annual Meeting 33, no. 11 (October 1989): 745–49. http://dx.doi.org/10.1177/154193128903301126.

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A laboratory study was conducted to determine static lifting strengths on 13 males and 12 females from 18 to 28 years of age. Using the strength monitor, the average strength and peak strength were measured in four different postures: standing, sitting, lying on stomach with elbows support, and without elbow support. Five sets of data were collected at constant heights. There was a significant difference in lifting strengths between standing lifts and lying on stomach without elbow-support postures; maximum lift occurred in the standing position. It was found that there was no significant difference in lifting strengths between sitting and lying on stomach with elbows sup port. The average female strengths were found to be about 49% to 55% of male subjects in all postures.

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42

Kang, Su Tae, Jung Jun Park, Gum Sung Ryu, Gyung Taek Koh, and Sung Wook Kim. "Comparison of Tensile Strengths with Different Test Methods in Ultra High Strength Steel-Fiber Reinforced Concrete (UHS-SFRC)." Key Engineering Materials 417-418 (October 2009): 649–52. http://dx.doi.org/10.4028/www.scientific.net/kem.417-418.649.

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Ultra High Strength Steel-Fiber Reinforced Concrete (UHS-SFRC) is characterized by very high compressive and tensile strength that is about 8 times of ordinary concrete, and high ductility owing to the addition of steel fibers. This paper investigates the relationship existing among the direct tensile strength, flexural tensile strength and splitting tensile strength of UHS-SFRC. Differently from ordinary concrete, it is found that the first cracking strengths in UHS-SFRC obtained through direct tensile test and splitting tensile test are similar, while the strength obtained from flexural tensile test is significantly larger than those from other tests. Based on the experimental results, relationships between the direct tensile strength and flexural tensile strength, between the first cracking strengths in direct tensile test and in flexural tensile test, and between the first cracking strength in direct tensile test and the flexural tensile strength are proposed.

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43

Gao, Dan Ying, Shuai Qi Song, and Liang Ming Hu. "Relationships of Strengths and Dimensional Effect of Plastic Concrete." Advanced Materials Research 306-307 (August 2011): 1029–37. http://dx.doi.org/10.4028/www.scientific.net/amr.306-307.1029.

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This article carried out the strength experiments on four hundred and five specimens with twelve mix proportions and three curing ages, systematically investigated the relationships of related strengths, the dimensional effect of compressive strength and splitting tensile strength of plastic concrete. The results showed that there well exist the statistical relationships among the related strengths of plastic concrete, the dimensional effect coefficients of compressive strength and splitting tensile strength with 100mm cubic specimen are 0.9375 and 0.8616 respectively compared with 150mm cubic specimen. Based on the analysis of test results, the conversion formulae of strength-related indicators and linear function relationship between axial compressive strength and curing ages are put forward respectively.

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44

Keller, Jennifer L., Joseph I. Wang, Jonathan Y. Kang, Joseph A. Hanson, Priya Kamath, Jennifer O. Swain, Gerald V. Raymond, and Kathleen M. Zackowski. "Strength." Neurorehabilitation and Neural Repair 26, no. 9 (April 27, 2012): 1080–88. http://dx.doi.org/10.1177/1545968312441682.

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45

Golladay, Gregory J. "Strength." Arthroplasty Today 20 (April 2023): 101135. http://dx.doi.org/10.1016/j.artd.2023.101135.

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46

Gunasekaran, M., and T. Palanisamy. "Effect of fly ash and bagasse ash on the mechanical properties of light weight concrete." Cement Wapno Beton 27, no. 2 (2022): 72–101. http://dx.doi.org/10.32047/cwb.2022.27.2.1.

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Light weight concrete is an important part in the concrete technology. The use of mineral additives in light-weight concrete, to replace fine aggregate with fly ash and bagasse ash, helps to reduce the cement content. The present investigation aims to meet the performance of light weight concrete, by adding fly ash and bagasse ash, as fine aggregate replacement additives. The strength properties such as cube compressive strength, cylinder compressive strength and split tensile strength were investigated after different ages, to find the optimum addition of mineral additives such as fly ash and bagasse ash, in concrete. The strengths were compared and the optimal replacement level of cement with fly ash and bagasse ash was found. The cylinder compressive strength and split tensile strength of light weight concrete were measured, at the same replacement levels of mineral additives, at the age of 28 days curing. The mathematical equations were proposed to achieve cube compressive and tensile strengths, cylinder compressive and tensile strength and cube compressive and cylinder compressive strengths, concerning typical strength.

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47

Hoenselaars, Ton, and Clara Calvo. "European Shakespeare: From Strength to Strength." Cahiers Élisabéthains: A Journal of English Renaissance Studies 70, no. 1 (November 2006): 43–45. http://dx.doi.org/10.7227/ce.70.1.7.

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48

Wadsworth, David. "CE goes from strength to strength." BSAVA Companion 2012, no. 2 (February 1, 2012): 27. http://dx.doi.org/10.22233/20412495.0212.27.

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49

Page, Lesley. "Midwifery going from strength to strength." British Journal of Midwifery 23, no. 1 (January 2, 2015): 6. http://dx.doi.org/10.12968/bjom.2015.23.1.6.

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50

Schughart, Klaus, Claude Libert, and Martien J. Kas. "Strength to strength for mouse models." Nature 492, no. 7427 (December 2012): 41. http://dx.doi.org/10.1038/492041c.

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