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Journal articles on the topic 'Strength of materials'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Levy, E. "Advanced Materials—From Strength to Strength." Advanced Materials 14, no. 15 (2002): 1019. http://dx.doi.org/10.1002/1521-4095(20020805)14:15<1019::aid-adma1019>3.0.co;2-5.

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2

Zhu, Ting, and Ju Li. "Ultra-strength materials." Progress in Materials Science 55, no. 7 (2010): 710–57. http://dx.doi.org/10.1016/j.pmatsci.2010.04.001.

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3

Almuammar, Majed, Allen Schulman, and Fouad Salama. "Shear bond strength of six restorative materials." Journal of Clinical Pediatric Dentistry 25, no. 3 (2001): 221–25. http://dx.doi.org/10.17796/jcpd.25.3.r8g48vn51l46421m.

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The purpose of this study was to determine and compare the shear bond strength of a conventional glassionomer cement, a resin modified glass-ionomer, a composite resin and three compomer restorative materials. Dentin of the occlusal surfaces from sixty extracted human permanent molars were prepared for shear bond strength testing. The specimens were randomly divided into six groups of 10 each. Dentinal surfaces were treated according to the instructions of manufacturers for each material. Each restorative material was placed inside nylon cylinders 2 mm high with an internal diameter of 3 mm, w

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4

Osakue, Edward, and Lucky Anetor. "Estimating beam strength of metallic gear materials." FME Transactions 50, no. 4 (2022): 587–606. http://dx.doi.org/10.5937/fme2204587o.

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Expressions for the pulsating or beam strengths of many popular metallic gear materials are derived based on the tensile strength and endurance ratio. The strength values predicted are for a reliability of 99% at load cycles corresponding to that of the endurance strength of the materials. The expressions are based on the consideration of the revised Lewis gear root stress formula by treating the design parameters as random variables associated with the lognormal probability density function and application of the Gerber fatigue failure rule. Pulsating strength predictions are compared with th

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5

Dushevina, A. M. "Study of the strength of caustic dolomite-based materials." Mechanics and Technologies, no. 2 (June 30, 2024): 228–37. https://doi.org/10.55956/gter6622.

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Currently, the main reasons that inhibit the widespread use of magnesial binders are the insufficient production of caustic magnesite and caustic dolomite, the high cost and shortage of magnesium salts, solutions of which are used as caps. Dolomites can be widely used for the production of various refractory materials, in particular fluxes and metallurgical powders used in the steelmaking industry. In order to increase the production of refractory materials and their widespread use, it is necessary to develop offluxed dolomite compositions and technology for its extraction. It is necessary to

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6

Armitage, Catherine. "Materials science shows strength." Nature 595, no. 7865 (2021): S1. http://dx.doi.org/10.1038/d41586-021-01786-2.

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7

Carpinteri, Alberto, Pietro Cornetti, Nicola Pugno, and Alberto Sapora. "Strength of hierarchical materials." Microsystem Technologies 15, no. 1 (2008): 27–31. http://dx.doi.org/10.1007/s00542-008-0644-x.

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8

Kanel, G. I. "Dynamic strength of materials." Fatigue & Fracture of Engineering Materials & Structures 22, no. 11 (1999): 1011. http://dx.doi.org/10.1046/j.1460-2695.1999.00246.x.

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9

Tsybul’ko, A. E., and E. A. Romanenko. "Strength of isotropic materials." Russian Engineering Research 29, no. 2 (2009): 136–38. http://dx.doi.org/10.3103/s1068798x09020075.

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10

Trejo, David, Kevin Folliard, and Lianxiang Du. "Alternative Cap Materials for Evaluating the Compressive Strength of Controlled Low-Strength Materials." Journal of Materials in Civil Engineering 15, no. 5 (2003): 484–90. http://dx.doi.org/10.1061/(asce)0899-1561(2003)15:5(484).

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11

Wu, Chuan Bao, and Bo Qiao. "URSS/PVA/WP Composite Materials: Preparation and Performance." Advanced Materials Research 968 (June 2014): 80–83. http://dx.doi.org/10.4028/www.scientific.net/amr.968.80.

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A novel kind of environmentally friendly composite materials containing upper part of rice straw segments (URSS), poly (vinyl alcohol) (PVA) and waste paper (WP) were prepared by hot-pressing at 140°C for 10 min. The tensile strength, tensile elongation and hardness of composites were measured. Results showed that the tensile strength and the strength at tensile break of the composites first increased and then decreased with increasing PVA content. Tensile strength was higher than the strength at tensile break at different PVA contents, indicating that URSS/PVA/WP composite materials had certa

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12

Larionov, Evgeny. "A long-term strength of constructive materials." MATEC Web of Conferences 251 (2018): 04068. http://dx.doi.org/10.1051/matecconf/201825104068.

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A long-term strength materials under an axially loading of constructive elements is considered and the estimates of this strength are reduced. The proposed approach is connected with the notion so-called energy of entirety [1]. It is notable that this value can be used instead of known Reiner’s invariant [2]. A material (concrete, steel, graph) is considered as a union of its links with statistical disturbed strengths [3]. This conception allows to modify Boltzmann’s principle superposition of fraction creep deformations [4] and in addition, implies the identity of non-linear stresses function

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13

Shim, JS, YJ Park, ACF Manaloto, et al. "Shear Bond Strength of Four Different Repair Materials Applied to Bis-acryl Resin Provisional Materials Measured 10 Minutes, One Hour, and Two Days After Bonding." Operative Dentistry 39, no. 4 (2014): E147—E153. http://dx.doi.org/10.2341/13-196-l.

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SUMMARY This study investigated the shear bond strength of repaired provisional restoration materials 1) to compare the bond strengths between bis-acryl resin and four different materials and 2) to investigate the effect of the amount of time elapsed after bonding on the bond strength. The self-cured bis-acryl resin (Luxatemp) was used as the base material, and four different types of resins (Luxatemp, Protemp, Z350 flowable, and Z350) were used as the repair materials. Specimens were divided into three groups depending on the point of time of shear bond strength measurement: 10 minutes, one h

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14

Prochazka, Lukas, and Adela Brazdova. "Surface modification of alkali-activated materials regarding durability." E3S Web of Conferences 550 (2024): 01044. http://dx.doi.org/10.1051/e3sconf/202455001044.

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This paper deals with the possibility of applying a surface modification coating to hybrid alkali-activated materials based on granulated blast-furnace slag activated with disodium metasilicate anhydrous with partial replacement of silica fly ash and cement by-pass dust in the amounts of 15% and 15%. The selected coatings (epoxy and synthetic) were applied in two series - the first, deposited in the water after demolding, and the second, wrapped in foil. The strength of the materials, the thickness of the coating and the effect of scaling resistance were monitored in the experiment. The compre

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15

Wiliam, Kaspar J. "Triaxial Strength of Concrete Materials." Concrete Journal 40, no. 1 (2002): 109–15. http://dx.doi.org/10.3151/coj1975.40.1_109.

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16

OHATA, Mitsuru. "Mechanics and Strength of Materials." JOURNAL OF THE JAPAN WELDING SOCIETY 77, no. 2 (2008): 163–73. http://dx.doi.org/10.2207/jjws.77.163.

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17

Radjai, Farhang, and Emilien Azéma. "Shear strength of granular materials." Revue européenne de génie civil 13, no. 2 (2009): 203–18. http://dx.doi.org/10.3166/ejece.13.203-218.

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18

Kaneko, Takeshi. "Impact Strength of Brittle Materials." Journal of the Japan Society of Powder and Powder Metallurgy 43, no. 10 (1996): 1231–37. http://dx.doi.org/10.2497/jjspm.43.1231.

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19

Ivanova, T. N., Witold Biały, Jacek Sitko, Katarzyna Midor, and Alexander Muyzemnek. "Grinding of High-Strength Materials." Materials Science Forum 1037 (July 6, 2021): 595–602. http://dx.doi.org/10.4028/www.scientific.net/msf.1037.595.

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The joint research of scientists of two countries deals with cylindrical and surface grinding with abrasive wheels of heat-resistant steel Inconel 625 (KhN77TYu GOST 5632 – 72 Russian Federation standard), (analogues include Hastalloy, N07080, Alloy 80A, Nimonic 80A, 2.4952 ASTM B637/ASME SB637, UNS N07080). The article shows the results of studies of the features of high-temperature steel during grinding with a fastened abrasive. The results of experiments are given to determine the optimal characteristics of grinding wheels, grinding modes, cooling-lubricant fluids. Experimental data about g

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20

Zhu, Ting, Ju Li, Shigenobu Ogata, and Sidney Yip. "Mechanics of Ultra-Strength Materials." MRS Bulletin 34, no. 3 (2009): 167–72. http://dx.doi.org/10.1557/mrs2009.47.

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AbstractRecent experiments on nanoscale materials, including nanowires, nanopillars, nanoparticles, nanolayers, and nanocrystals, have revealed a host of “ultra-strength” phenomena, defined by stresses in the material generally rising up to a significant fraction of the ideal strength—the highest achievable strength of a defect-free crystal. This article presents an overview of the strength-controlling deformation mechanisms and related mechanics models in ultra-strength nanoscale materials. The critical role of the activation volume is highlighted in understanding the deformation mechanisms,

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21

Berlin, A. A. "Fatigue Strength of Natural Materials." Polymer Science, Series D 13, no. 1 (2020): 57. http://dx.doi.org/10.1134/s1995421220010062.

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22

Johnston, Ian W. "Strength of Intact Geomechanical Materials." Journal of Geotechnical Engineering 111, no. 6 (1985): 730–49. http://dx.doi.org/10.1061/(asce)0733-9410(1985)111:6(730).

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23

NISHIDA, Shin-ichi, Nobusuke HATTORI, Takahiro NIJO, and Seiichi FUKUMOTO. "Fatigue Strength of Bonded Materials." Proceedings of Conference of Kyushu Branch 2004.57 (2004): 13–14. http://dx.doi.org/10.1299/jsmekyushu.2004.57.13.

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24

MATSUO, MASARU. "Polymer Materials with Highest Strength." Kobunshi 45, no. 1 (1996): 54–55. http://dx.doi.org/10.1295/kobunshi.45.54.

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25

Nijo, Takahiro, Shinichi Nishida, and Nobusuke Hattori. "Fatigue Strength of Bonded Materials." Proceedings of the JSME annual meeting 2003.6 (2003): 117–18. http://dx.doi.org/10.1299/jsmemecjo.2003.6.0_117.

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26

Nishida, Shinichi, Nobusuke Hattori, Takahiro Nijoh, and Satoshi Uemura. "Interface Strength of Bonded Materials." Proceedings of the 1992 Annual Meeting of JSME/MMD 2002 (2002): 587–88. http://dx.doi.org/10.1299/jsmezairiki.2002.0_587.

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27

Chen, Jing-Wen, and Cheng-Feng Chang. "High-Strength Ecological Soil Materials." Journal of Materials in Civil Engineering 19, no. 2 (2007): 149–54. http://dx.doi.org/10.1061/(asce)0899-1561(2007)19:2(149).

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28

Lavine, M. S. "MATERIALS SCIENCE: Pores for Strength." Science 309, no. 5731 (2005): 21c. http://dx.doi.org/10.1126/science.309.5731.21c.

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29

Willetts, R. B. "Statics and strength of materials." Journal of Mechanical Working Technology 11, no. 3 (1985): 380–81. http://dx.doi.org/10.1016/0378-3804(85)90012-9.

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30

Becker, A. A. "Statics and strength of materials." Journal of Mechanical Working Technology 18, no. 1 (1989): 125. http://dx.doi.org/10.1016/0378-3804(89)90118-6.

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31

Edwards, K. L. "Statics and strength of materials." Materials & Design 15, no. 1 (1994): 56. http://dx.doi.org/10.1016/0261-3069(94)90067-1.

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32

Lindberg, C. M. "As-sintered high strength materials." Metal Powder Report 47, no. 10 (1992): 54. http://dx.doi.org/10.1016/0026-0657(92)91941-c.

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33

Virgil’ev, Yu S. "Strength of Structural Carbon Materials." Inorganic Materials 41, no. 5 (2005): 443–50. http://dx.doi.org/10.1007/s10789-005-0150-9.

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34

Barr, B., A. Bouamrata, and A. Baghli. "Impact strength of FRC materials." Engineering Fracture Mechanics 35, no. 1-3 (1990): 333–42. http://dx.doi.org/10.1016/0013-7944(90)90212-y.

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35

Burgoyne, Chris. "Strength of Materials and Structures." Structural Safety 23, no. 1 (2001): 93–102. http://dx.doi.org/10.1016/s0167-4730(01)00003-0.

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36

Radjai, Farhang, and Emilien Azéma. "Shear strength of granular materials." European Journal of Environmental and Civil Engineering 13, no. 2 (2009): 203–18. http://dx.doi.org/10.1080/19648189.2009.9693100.

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37

Ichikawa, Masahiro. "Strength of Materials in Future." Journal of the Society of Mechanical Engineers 90, no. 824 (1987): 890–94. http://dx.doi.org/10.1299/jsmemag.90.824_890.

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38

Toyoda, M. "Strength characteristics of composite materials." Welding International 5, no. 5 (1991): 341–45. http://dx.doi.org/10.1080/09507119109446748.

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39

Golfman, Yosif. "Strength Criteria for Anisotropic Materials." Journal of Reinforced Plastics and Composites 10, no. 6 (1991): 542–56. http://dx.doi.org/10.1177/073168449101000601.

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40

Balkevich, V. L., V. A. Yakovenko, M. F. Gorshkova, and I. A. Shchur. "Vibration strength of ceramic materials." Refractories 27, no. 11-12 (1986): 636–40. http://dx.doi.org/10.1007/bf01387219.

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41

Troshchenko, V. T., and R. I. Kuriat. "Strength of materials and structures." Strength of Materials 38, no. 4 (2006): 330–47. http://dx.doi.org/10.1007/s11223-006-0048-z.

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42

Barr, B. I. G., E. B. D. Hasso, and K. Liu. "Shear strength of FRC materials." Composites 16, no. 4 (1985): 326–34. http://dx.doi.org/10.1016/0010-4361(85)90285-x.

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43

von Fraunhofer, J. A., R. S. Storey, I. K. Stone, and B. J. Masterson. "Tensile strength of suture materials." Journal of Biomedical Materials Research 19, no. 5 (1985): 595–600. http://dx.doi.org/10.1002/jbm.820190511.

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44

Mazumdar, Paromita, Soumya Singh, and Debojyoti Das. "Method for Assessing the Bond Strength of Dental Restorative Materials â€” An Overview." Journal of Pierre Fauchard Academy (India Section) 35, no. 2 (2021): 73. http://dx.doi.org/10.18311/jpfa/2021/27758.

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<p>Bond strengths achieved while testing in laboratories are the key for selection of adhesive systems. Longevity of a restorations can be predicted to some extent based on bond strength of adhesives. There have been several discrepancies within the reported bond strengths of various materials. Bond strength of the adhesive system is affected by a large number of factors, which makes the comparison among studies difficult. Throughout the years, laboratory evaluations have been the basis for clinicians to choose the adhesive systems in their daily practice. However the validity of bond st

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45

Wu, Hao, Jian Yin, and Shu Bai. "Experimental Investigation of Utilizing Industrial Waste and Byproduct Materials in Controlled Low Strength Materials (CLSM)." Advanced Materials Research 639-640 (January 2013): 299–303. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.299.

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Laboratory experiments were conducted in this study to investigate the suitability and applicability of incorporating fly ash, bottom ash and paper sludge with various contents into CLSM mixtures. Fly ash was used as a substitute for Portland cement, bottom ash was added by partially replacing fine aggregate, while paper sludge was treated as a fibrous admixture. Physical and mechanically properties of the CLSM mixtures were examined through flowability, compressive strength, and splitting tensile strength tests. The test results indicated that both fly ash and bottom ash can be potentially us

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46

Bastun, V. N., M. I. Kolyakov, and Yu N. Semko. "Strength criterion for materials with different strengths in tension and compression." Strength of Materials 28, no. 5 (1996): 353–57. http://dx.doi.org/10.1007/bf02330852.

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47

Irie, Masao, Yukinori Maruo, Goro Nishigawa, Kumiko Yoshihara, and Takuya Matsumoto. "Flexural Strength of Resin Core Build-Up Materials: Correlation to Root Dentin Shear Bond Strength and Pull-Out Force." Polymers 12, no. 12 (2020): 2947. http://dx.doi.org/10.3390/polym12122947.

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The aims of this study were to investigate the effects of root dentin shear bond strength and pull-out force of resin core build-up materials on flexural strength immediately after setting, after one-day water storage, and after 20,000 thermocycles. Eight core build-up and three luting materials were investigated, using 10 specimens (n = 10) per subgroup. At three time periods—immediately after setting, after one-day water storage, and after 20,000 thermocycles, shear bond strengths to root dentin and pull-out forces were measured. Flexural strengths were measured using a 3-point bending test.

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48

Enami, Yasufumi, and Junji Ohgi. "OS8-30 Effect of Forging and Shape Recovery on Creep Strength of PLLA(High temperature strength,OS8 Fatigue and fracture mechanics,STRENGTH OF MATERIALS)." Abstracts of ATEM : International Conference on Advanced Technology in Experimental Mechanics : Asian Conference on Experimental Mechanics 2015.14 (2015): 140. http://dx.doi.org/10.1299/jsmeatem.2015.14.140.

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49

Fang, Xuan, Jie Yang, Jia-Ming Na, and Zhen-Yuan Gu. "Unified Failure Strength Criterion for Terrace Slope Reinforcement Materials." Advances in Civil Engineering 2021 (October 14, 2021): 1–12. http://dx.doi.org/10.1155/2021/9639184.

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This paper presents a study on the failure strength criterion of terrace slope reinforcement materials, such as lean cemented sand and gravel (LCSG) material, under a triaxial stress state. Cement content and confining pressure were selected as major factors to investigate their influence on the peak stress of terrace slope reinforcement materials based on experimental results and data from the literature. The mechanical properties of the LCSG samples, with cement contents of 60, 80, and 90 kg/m3, and noncemented sand and gravel materials were tested under four confining pressure levels (namel

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50

Krylov, Sergey B., and Marina P. Kornyushina. "Numerical and experimental studies of the strength of compressed steel-reinforced concrete elements made using high-strength concrete and square steel pipes of class C345." Earthquake Engineering. Construction Safety, no. 6 (December 25, 2023): 53–63. http://dx.doi.org/10.37153/2618-9283-2023-5-53-63.

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In this article, numerical and experimental studies of the strength of compressed steel-reinforced concrete elements made using high-strength concrete and square steel pipes of class C345 are considered in order to determine the bearing capacity. The main issue in the calculation of pipe-concrete structures is the question of the design strengths of materials working as part of a pipe-concrete section. These strengths differ from the strengths of materials in a uniaxial stressed state and depend on a number of parameters. Concrete with small eccentricities of longitudinal force is in a state o

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