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Journal articles on the topic 'Assissing the strength of a material'

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Published: 4 June 2021
Last updated: 20 February 2023

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1

Hewitt, Paul. "Material Strength." Physics Teacher 42, no. 7 (October 2004): 392. http://dx.doi.org/10.1119/1.1804654.

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2

Azushima, Akira. "Development of High Strength Material by Material Processing." Reference Collection of Annual Meeting 2000.5 (2000): 9–11. http://dx.doi.org/10.1299/jsmemecjm.2000.5.0_9.

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3

Curtin, W. A., and H. Scher. "Algebraic scaling of material strength." Physical Review B 45, no. 6 (February 1, 1992): 2620–27. http://dx.doi.org/10.1103/physrevb.45.2620.

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4

Kalinnikov, A. E., M. G. Kurguzkin, and A. V. Shushkov. "Structurally heterogeneous material strength criterion." Strength of Materials 25, no. 7 (July 1993): 512–17. http://dx.doi.org/10.1007/bf00775129.

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5

FUKUCHI, Kohei, Katsuhiko SASAKI, Yusuke TOMIZAWA, Ken-ichi OHGUCHI, Ryohei SUZUKI, Tsuyoshi TAKAHASHI, and Takahito EGUCHI. "Strength Properties of Composite Material Containing Phase Change Material." Proceedings of Mechanical Engineering Congress, Japan 2018 (2018): J0450403. http://dx.doi.org/10.1299/jsmemecj.2018.j0450403.

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6

Mochizuki, A., A. Zhussupbekov, J. Fujisawa, G. Tanyrbergenova, and A. Tulebekova. "Strength Anisotropy of Compacted Sandy Material." Soil Mechanics and Foundation Engineering 57, no. 6 (January 2021): 480–90. http://dx.doi.org/10.1007/s11204-021-09696-1.

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7

HIRAKATA, Hiroyuki, Kyohei SANO, and Takahiro SHIMADA. "Rewritability of Material Strength by Electrons." Proceedings of the Materials and Mechanics Conference 2019 (2019): OS1015. http://dx.doi.org/10.1299/jsmemm.2019.os1015.

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8

KOMATSU, Keiji, and Yoshiaki KAKUTA. "High Temperature Strength of Envelope Material." Proceedings of the JSME annual meeting 2003.5 (2003): 339–40. http://dx.doi.org/10.1299/jsmemecjo.2003.5.0_339.

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9

Seeman, Ego. "Bone??s material and structural strength." Current Opinion in Orthopaedics 18, no. 5 (September 2007): 494–98. http://dx.doi.org/10.1097/bco.0b013e3282a9c162.

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10

Touahamia, M., V. Sivakumar, and D. McKelvey. "Shear strength of reinforced-recycled material." Construction and Building Materials 16, no. 6 (September 2002): 331–39. http://dx.doi.org/10.1016/s0950-0618(02)00029-6.

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11

Pobedrya, B. E. "Strength criteria of an anisotropic material." Journal of Applied Mathematics and Mechanics 52, no. 1 (January 1988): 113–20. http://dx.doi.org/10.1016/0021-8928(88)90070-6.

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12

Morimoto, Yuki, Hirotaro Sato, Chihiro Hiramatsu, and Takeharu Seno. "Material surface properties modulate vection strength." Experimental Brain Research 237, no. 10 (August 10, 2019): 2675–90. http://dx.doi.org/10.1007/s00221-019-05620-0.

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13

Zahn, Alain, and Judith Grimm. "High strength for multi-material bonding." ADHESION ADHESIVES&SEALANTS 10, no. 4 (December 2013): 32–35. http://dx.doi.org/10.1365/s35784-013-0235-9.

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14

Asai, Tetsuya, Yoshihiro Takitani, Naoyuki Sano, and Hitoshi Matsumoto. "Strength Enhancement of Nitrocarburized Crankshaft Material." SAE International Journal of Materials and Manufacturing 1, no. 1 (April 14, 2008): 204–10. http://dx.doi.org/10.4271/2008-01-0431.

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15

Susanto, Dalhar, and Widyarko Widyarko. "Sustainable Material : Used Wood As Building Material." INSIST 2, no. 1 (April 1, 2017): 14. http://dx.doi.org/10.23960/ins.v2i1.26.

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Abstract–Wood consumption as building material and component in Indonesia is still considerably high. This affects forest destruction, in a way that most of the wood production still roots from wood forests. Hence, the demand of these woods better be supplied from other source, one of them is through using used woods. Used wood utilization in building construction is an application of reuse and recycle strategy in sustainable material concept. Due to the assumption among the people that used woods have low performance its utilization is nowadays limited. This paper addresses the result of research and laboratory test on a range of used wood samples collected from Jakarta great area (Jabodetabek), consist of 5 technical parameters: water content, density, compressive strength, flexure strength, and tension strength. The research proves that based on certain parameters, used woods perfom technical capacity as good as – or even better than – newly produced woods.Keyword – sustainable, material, used wood
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16

Yang, Qingguo, Ying Li, Hua Zou, Long Feng, Nan Ru, Lin Gan, Jiyun Zhang, Jiansong Liu, and Chengyang Wang. "Study of the Effect of Grouting Material Strength on Semiflexible Pavement Material." Advances in Materials Science and Engineering 2022 (November 1, 2022): 1–18. http://dx.doi.org/10.1155/2022/5958896.

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In this study, cement mortars with different strengths are poured into the large void matrix asphalt macadam material as a semiflexible pavement (SFP) material and the experimental research is carried out. The current research on SFP is mainly focused on the performance of grouting materials and the influence of grouting matrix materials on the overall mechanical properties of SFP and road performance. However, there are some flaws in the study of the influence of grouting material strength on the performance of SFP materials: the difference between the strengths of the selected grouting materials is relatively small, and in some studies, the chosen grouting material strength is low, which leads to insignificant improvements of SFP material performance; besides, the research indicators are also not very comprehensive. In this study, cement grouting asphalt macadam materials are selected as the research object to examine the effect of grouting material strength on the mechanical properties and road performance of SFP materials. Grouting materials with strengths of 19.8 MPa, 30.7 MPa, and 40.2 MPa were poured into the matrix asphalt macadam with a target void ratio of 24% and asphalt content of 2.9% to prepare the corresponding SFP test specimens. The SFP specimens were then subjected to the compressive test, flexural and tensile test, high-temperature stability test, and low-temperature crack resistance test, and the compressive resilient modulus was measured, thereby analyzing the effect of the cement slurry strength on the cement grouting asphalt macadam materials. The results show that when the strength of the cement mortar is 19.8 MPa, 30.7 MPa, and 40.2 MPa, the corresponding SFP material has better mechanical properties. When the strength of the grouting material is 40.2 MPa, the compressive strength of the SFP material is about the same as that of the grouting material. The strength is more than double that of 19.8 MPa and 30.7 MPa, and the flexural tensile strength and elastic modulus also have the above growth laws. The low-temperature crack resistance and high-temperature stability of the SFP material are enhanced with the increase in the strength of the grouting material. When the strength of the grouting material is 40.2 MPa, the mechanical properties and road performance of the SFP material are relatively better. This study provides a reference for strengthening the mechanical properties of SFP materials and boosting the crack resistance of SFP.
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17

Zhang, Mingyue, Yingying Zhang, Guangchun Zhou, and Hanyin Li. "Essential Design Strength and Unified Strength Condition of ETFE Membrane Material." Polymers 14, no. 23 (November 27, 2022): 5166. http://dx.doi.org/10.3390/polym14235166.

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This study proposes essential design strength and unified strength condition for ETFE membrane materials based on the structural state-of-stress theory and formula of strength. Firstly, the tested strain data of the uniaxial rectangle-shaped specimen are modeled to obtain its state-of-stress characteristic parameter. Then, the characteristic points in the evolution curve of the characteristic parameter are detected by the cluster analysis (CA) criterion. The characteristic points are the embodiment of the natural law from quantitative change to qualitative change of a system, which define the essential strength and the essential design strength of ETFE membrane materials. Further, the essential principal stresses are derived at the characteristic points in the evolution curves of the characteristic parameters obtained by the state-of-stress analysis of the strain data from the tests of air bubbling models and cruciform specimens. Both essential principal stresses and essential strength lead to the unified formula of strength for ETFE membrane materials. Additionally, the unified strength condition is derived for the design of ETFE membrane material structures. Finally, the essential strength, essential design strength, and the unified strength conditions are compared with the existing conditions, providing a rationality to update the existing analysis and design methods for determining the strength of ETFE membrane materials.
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18

ZAKO, Masaru, and Tetsusei KURASHIKI. "Introduction to composite material dynamics. Chapter 10. Strength of composite material." Journal of the Japan Society for Composite Materials 23, no. 4 (1997): 144–50. http://dx.doi.org/10.6089/jscm.23.144.

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19

TOMIZAWA, Yusuke, Katsuhiko SASAKI, Akiyoshi KURODA, and Ryo TAKEDA. "Strength of Resin Composite Material Containing Microencapsulated Phase Change Material (MPCM)." Proceedings of Mechanical Engineering Congress, Japan 2016 (2016): J0410302. http://dx.doi.org/10.1299/jsmemecj.2016.j0410302.

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20

Toraldo, C., G. Modoni, M. Ochmański, and P. Croce. "The characteristic strength of jet-grouted material." Géotechnique 68, no. 3 (March 2018): 262–79. http://dx.doi.org/10.1680/jgeot.16.p.320.

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21

SAKAMOTO, Masao, and Masatoshi NIHEI. "Construction of Material Strength Database for Springs." Transactions of Japan Society of Spring Engineers, no. 44 (1999): 31–35. http://dx.doi.org/10.5346/trbane.1999.31.

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22

Yuan Yongteng, 袁永腾, 缪文勇 Miao Wenyong, 涂绍勇 Tu Shaoyong, 詹夏宇 Zhan Xiayu, 郝轶聃 Hao Yidan, 曹柱荣 Cao Zhurong, 张文海 Zhang Wenhai, et al. "Measurement of material strength at high pressure." High Power Laser and Particle Beams 25, no. 12 (2013): 3168–72. http://dx.doi.org/10.3788/hplpb20132512.3168.

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23

Dawood, E. T., and M. Ramli. "Flowable high-strength system as repair material." Structural Concrete 11, no. 4 (December 2010): 199–209. http://dx.doi.org/10.1680/stco.2010.11.4.199.

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24

Cerreta, Ellen K., George T. Gray III, Carl P. Trujillo, Mark L. Potocki, Shraddha Vachhani, Daniel T. Martinez, and Manual L. Lovato. "Strength and failure of a damaged material." EPJ Web of Conferences 94 (2015): 02015. http://dx.doi.org/10.1051/epjconf/20159402015.

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25

Rybalko, V. P., A. I. Nikityuk, E. I. Pisarenko, P. B. D’yachenko, A. S. Korchmarek, and V. V. Kireev. "High-strength fast-curing polymeric composite material." Russian Journal of Applied Chemistry 87, no. 9 (September 2014): 1350–54. http://dx.doi.org/10.1134/s1070427214090262.

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26

HIROSE, Ryosuke, Katsuhiko SASAKI, and Ryo TAKEDA. "Strength Evaluation of Composite Material by Indentation." Proceedings of Conference of Hokkaido Branch 2016.54 (2016): 31–32. http://dx.doi.org/10.1299/jsmehokkaido.2016.54.31.

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27

Moroto, Nobuchika. "Strength of Granular Material in Simple Shear." Soils and Foundations 28, no. 2 (June 1988): 85–94. http://dx.doi.org/10.3208/sandf1972.28.2_85.

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28

Li, Bin, Zhuo Yi Yang, Xiao Meng Zhu, and Lei Song. "Strength Analysis of Composite Material Underwater Vehicle." Advanced Materials Research 753-755 (August 2013): 1074–77. http://dx.doi.org/10.4028/www.scientific.net/amr.753-755.1074.

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According to the design method of composite material mechanics based on laminate theory, structure of an underwater vehicle, which is made of twill woven carbon fiber composite material, was analyzed simulatively under the lifting condition with the finite element analysis software. Performance parameters of the laminated composite material were obtained from the mechanical performance testing experiment and applied to the analysis. In the two point handling condition, for the underwater vehicle structure, maximum deformation or displacement has a large safety redundancy to the test standard value. And the structure maximum stress is far less than the allowable strength limit of carbon fiber laminated plate acquired from the tensile experiment. It has an obvious advantage compared with metal frame structures.
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29

Mottram, J. T. "Compression Strength of Pultruded Flat Sheet Material." Journal of Materials in Civil Engineering 6, no. 2 (May 1994): 185–200. http://dx.doi.org/10.1061/(asce)0899-1561(1994)6:2(185).

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30

Yu, Mao-Hong, Yue-Wen Zan, Jian Zhao, and Mitsutoshi Yoshimine. "A Unified Strength criterion for rock material." International Journal of Rock Mechanics and Mining Sciences 39, no. 8 (December 2002): 975–89. http://dx.doi.org/10.1016/s1365-1609(02)00097-7.

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31

Archana, R., Manish Baldia, J. B. Jeeva, Devakumar, and Mathew Joseph. "Strength analysis of Cranioplasty PMMA flap material." Materials Today: Proceedings 15 (2019): 167–72. http://dx.doi.org/10.1016/j.matpr.2019.04.188.

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32

Stewart, T. D., K. W. Dalgarno, and T. H. C. Childs. "Strength of the DTM RapidSteelTM 1.0 material." Materials & Design 20, no. 2-3 (June 1999): 133–38. http://dx.doi.org/10.1016/s0261-3069(99)00019-9.

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33

Ramani, Anand. "Multi-material topology optimization with strength constraints." Structural and Multidisciplinary Optimization 43, no. 5 (November 20, 2010): 597–615. http://dx.doi.org/10.1007/s00158-010-0581-z.

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34

Morotu, N. "Strength of granular material in simple shear." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 26, no. 2 (March 1989): 76. http://dx.doi.org/10.1016/0148-9062(89)90212-x.

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35

Biener, Juergen, Andrea M. Hodge, Alex V. Hamza, Luke M. Hsiung, and Joe H. Satcher. "Nanoporous Au: A high yield strength material." Journal of Applied Physics 97, no. 2 (January 15, 2005): 024301. http://dx.doi.org/10.1063/1.1832742.

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36

Peters, M., J. Eschweiler, and K. Welpmann. "Strength profile in AlLi plate material." Scripta Metallurgica 20, no. 2 (February 1986): 259–64. http://dx.doi.org/10.1016/0036-9748(86)90138-9.

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37

FUJIMOTO, Shigeta. "Material strength and safety factors of buildings." Journal of Environmental Conservation Engineering 24, no. 11 (1995): 673–74. http://dx.doi.org/10.5956/jriet.24.673.

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38

MORI, Kunio, Hiroshi SAKAKIDA, Akira WATANABE, and Yoshiro NAKAMURA. "Effects of material factor on fixing strength." NIPPON GOMU KYOKAISHI 60, no. 4 (1987): 218–25. http://dx.doi.org/10.2324/gomu.60.218.

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39

Baranov, M. N., M. G. Isupov, and G. P. Isupov. "Strength of material in jet-abrasive machining." Russian Engineering Research 29, no. 5 (May 2009): 482–86. http://dx.doi.org/10.3103/s1068798x09050128.

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40

Adnan, H. Parung, M. W. Tjaronge, and R. Djamaluddin. "Compressive strength of marine material mixed concrete." IOP Conference Series: Materials Science and Engineering 271 (November 2017): 012066. http://dx.doi.org/10.1088/1757-899x/271/1/012066.

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41

Lavrenyuk, V. G. "Strength and rigidity of structurally inhomogeneous material." Mechanics of Composite Materials 25, no. 4 (1990): 424–29. http://dx.doi.org/10.1007/bf00610692.

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42

Turner, Charles. "Age, bone material properties, and bone strength." Calcified Tissue International 53, S1 (February 1993): S32—S33. http://dx.doi.org/10.1007/bf01673399.

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43

Siraj, Amir, and Abraham Loeb. "Interstellar Meteors Are Outliers in Material Strength." Astrophysical Journal Letters 941, no. 2 (December 1, 2022): L28. http://dx.doi.org/10.3847/2041-8213/aca8a0.

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Abstract The first interstellar meteor larger than dust was detected by US government sensors in 2014, identified as an interstellar object candidate in 2019, and confirmed by the Department of Defense in 2022. Here, we describe an additional interstellar object candidate in the CNEOS fireball catalog and compare the implied material strength of the two objects, referred to here as IM1 and IM2, respectively. IM1 and IM2 are ranked first and third in terms of material strength out of all 273 fireballs in the CNEOS catalog. Fitting a log-normal distribution to material strengths of objects in the CNEOS catalog, IM1 and IM2 are outliers at the levels of 3.5σ and 2.6σ, respectively. The random sampling and Gaussian probabilities, respectively, of picking two objects with such high material strength from the CNEOS catalog are ∼10−4 and ∼10−6. If IM2 is confirmed, this implies that interstellar meteors come from a population with material strength characteristically higher than meteors originating from within the solar system. Additionally, we find that if the two objects are representative of a background population on random trajectories, their combined detections imply that ∼40% of all refractory elements are locked in meter-scale interstellar objects. Such a high abundance seemingly defies a planetary system origin.
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44

Dzioba, Ihor, Tadeusz Pała, and Ilkka Valkonen. "STRENGTH AND FRACTURE TOUGHNESS OF THE WELDED JOINTS MADE OF HIGH-STRENGTH FERRITIC STEEL." Acta Mechanica et Automatica 7, no. 4 (December 1, 2013): 226–29. http://dx.doi.org/10.2478/ama-2013-0038.

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Abstract The paper presents experimental results of the characteristics of strength and fracture toughness of the material from the different zones of welded joints made of different participation of the linear welding energy. Strength characteristics and fracture toughness were determined in the weld material, in the area of fusion line, in the material of the heat affected zone and in the base material
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45

Lipiäinen, Kalle, Antti Kaijalainen, Antti Ahola, and Timo Björk. "Fatigue strength assessment of cut edges considering material strength and cutting quality." International Journal of Fatigue 149 (August 2021): 106263. http://dx.doi.org/10.1016/j.ijfatigue.2021.106263.

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46

NISHIMURA, Shin-ichi. "Application of Probabilistic Models to Material Strength, Structural Strength and Disaster Occurrence." Journal of the Society of Materials Science, Japan 71, no. 2 (February 15, 2022): 197–203. http://dx.doi.org/10.2472/jsms.71.197.

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47

NAKAMURA, Yuki, Tsutomu ITO, Masatoshi KURODA, Akiyoshi SAKAIDA, Shinya MATSUDA, Takashi MATSUMURA, and Tatsuo SAKAI. "Application of Probabilistic Models to Material Strength, Structural Strength and Disaster Occurrence." Journal of the Society of Materials Science, Japan 70, no. 11 (November 15, 2021): 861–67. http://dx.doi.org/10.2472/jsms.70.861.

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48

MATSUDA, Shinya, and Koichi GODA. "Application of Probabilistic Models to Material Strength, Structural Strength and Disaster Occurrence." Journal of the Society of Materials Science, Japan 70, no. 10 (October 15, 2021): 781–87. http://dx.doi.org/10.2472/jsms.70.781.

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49

ITO, Tsutomu, Yuki NAKAMURA, Kazutaka MUKOYAMA, Akiyashi SAKAIDA, Masao NAKAGAWA, Kenji OKADA, and Tatsuo SAKAI. "Application of Probabilistic Models to Material Strength, Structural Strength and Disaster Occurrence." Journal of the Society of Materials Science, Japan 70, no. 12 (December 15, 2021): 931–37. http://dx.doi.org/10.2472/jsms.70.931.

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50

TAKAHASHI, Toshie. "Application of Probabilistic Models to Material Strength, Structural Strength and Disaster Occurrence." Journal of the Society of Materials Science, Japan 71, no. 1 (January 15, 2022): 119–24. http://dx.doi.org/10.2472/jsms.71.119.

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