Academic literature on the topic 'Tensile strength'

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Journal articles on the topic "Tensile strength"

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Liu, Jie, Gangyuan Jiang, Taoying Liu, and Qiao Liang. "The Influence of Loading Rate on Direct and Indirect Tensile Strengths: Laboratory and Numerical Methods." Shock and Vibration 2021 (November 29, 2021): 1–17. http://dx.doi.org/10.1155/2021/3797243.

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To investigate different responses of direct and indirect tensile strengths to loading rate, direct and indirect tension tests were performed on sandstone, rust stone, and granite specimens. Typical load curves indicate that a peak tensile stress frequently appears before the second peak stress, used to calculate the tensile strength in indirect tension tests. As expected, increase in the loading rate increases the tensile strength. In addition, the calculated tensile strengths of the indirect tension tests are frequently higher. Interestingly, the increase ratio of the tensile strength with t
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Liao, Wen-Cheng, Po-Shao Chen, Chung-Wen Hung, and Suyash Kishor Wagh. "An Innovative Test Method for Tensile Strength of Concrete by Applying the Strut-and-Tie Methodology." Materials 13, no. 12 (2020): 2776. http://dx.doi.org/10.3390/ma13122776.

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Tensile strength is one of the important mechanical properties of concrete, but it is difficult to measure accurately due to the brittle nature of concrete in tension. The three widely used test methods for measuring the tensile strength of concrete each have their shortcomings: the direct tension test equipment is not easy to set up, particularly for alignment, and there are no standard test specifications; the tensile strengths obtained from the test method of splitting tensile strength (American Society for Testing and Materials, ASTM C496) and that of flexural strength of concrete (ASTM C7
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Windisch, Andor. "The tensile strength: The most fundamental mechanical characteristics of concrete." Concrete Structures 22 (2021): 1–4. http://dx.doi.org/10.32970/cs.2021.1.1.

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Concrete is an inhomogeneous building material. It has a considerable and reliable compressive strength and a relative low tensile strength which can be even exhausted locally under unfortunate conditions. It is quite obvious that the concrete tensile strength was always reprehended as the most unreliable concrete property. A simple relationship between tensile- and compressive strength is introduced. The mechanical background of the relation tensile- to compressive strength in case of ‘normal’ and high strength concretes is elucidated. Mechanical bond, too, relies completely on the tensile st
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Makrides-Saravanos, Elli, and T. Rezansoff. "The effect of a chloride-based accelerating admixture on the tensile strength of concrete." Canadian Journal of Civil Engineering 12, no. 3 (1985): 673–84. http://dx.doi.org/10.1139/l85-074.

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Compression and tension tests were performed on specimens made from high-early-strength concrete, where the strength acceleration was achieved by using a chloride-based accelerating admixture. Comparison with specimens made from concrete without the admixture showed that the concrete with the admixture was significantly weaker in tension for equal compressive strength.Curing times ranged from 3 days to 3 or 4 months while compressive strengths ranged from 16 to 37 MPa depending on the batch and the age at testing. Three types of tension tests, the standard split cylinder test, the standard mod
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Hong, Zhipeng, Mingming He, Mingchen Ding, et al. "A Direct Measurement Method for the Uniaxial Tensile Strength of Rock." Buildings 14, no. 12 (2024): 3903. https://doi.org/10.3390/buildings14123903.

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A universally applicable direct tension test method is proposed in this paper based on the concept of “compression-to-tension”. Using this method, one or two typical rocks were selected for each of the three types of rocks. The testing results of the direct tension method proposed were compared with the internationally recommended Brazilian splitting method to validate the feasibility of the direct tension method. Results showed that the tensile strengths of six typical rocks were consistent using the direct tensile test method proposed in this study and the Brazilian splitting method recommen
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Wang, Peggy. "Tensile Strength." positions: asia critique 28, no. 1 (2020): 121–44. http://dx.doi.org/10.1215/10679847-7913080.

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In studies of contemporary Chinese art, Lin Tianmiao’s work has been overwhelmingly discussed in terms of women’s crafts and maternal roles. Citing her use of embroidery and the female figure, these interpretations have led to broad and often simplified characterizations of her work as “women’s art.” In focusing exclusively on symbolic allusions to gender representation, these discussions overlook the possibility of more complex narratives arising from Lin’s artistic concerns. By starting from the formal, material, and spatial components of her work, this article reveals how Lin has enacted pe
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Harada, Y., M. Ohmori, and Lei Wang. "Serration Phenomenon in High Purity Chromium." Materials Science Forum 449-452 (March 2004): 269–72. http://dx.doi.org/10.4028/www.scientific.net/msf.449-452.269.

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Serration phenomenon of sintered and cast chromium was investigated by means of tension test at various strain rates. With increasing test temperature, tensile strength decreased gradually at first and showed a minimum at a certain temperature. Above this temperature, the strength continued to increase to a maximum value. Serrated flow appeared between the temperatures of the minimum and maximum tensile strengths. Tensile ductility minimum was also observed around the temperature of the maximum tensile strength. Relation between the strain rate and the temperature T of the maximum tensile stre
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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 tens
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Awan, Herdi, Caterina Niken DWSBU, and Sasana Putra. "Pengaruh Serat Kulit Kayu Gelam Terhadap Kuat Tarik Lentur Beton Menggunakan Semen OPC." Jurnal Rekayasa Sipil dan Desain 8, no. 2 (2021): 385–94. https://doi.org/10.23960/jrsdd.v8i2.1356.

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The load from vehicles received by rigid pavement is characterized as dynamic load that move and change quantitively, so the r2eaction accepted by rigid pavement is the combination of compressive and tensile strength. In the reaserch, as the effort to know the effect of flexural and split tensile strength on normal quality concrete with 0%, 0,4%, 0,6% and 0,8%. The samples of flexural tensile strength testimonial use 60 cm x 15cm x 15 cm beam and the sampes of split tensile and compressive strength test use 15 cm x 30 cm cylinder. As the result, the concrete sample with 0,4% of volume fraction
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Eid, Rami, Avraham N. Dancygier, and Ghali Jaber. "Mechanical Properties of Low-Performance Concrete (LPC) and Shear Capacity of Old Unreinforced LPC Squat Walls." Materials 14, no. 23 (2021): 7310. http://dx.doi.org/10.3390/ma14237310.

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Low-performance concrete (LPC) is characterized by its low strength and commonly by the presence of large aggregates. This type of concrete was used for construction of load carrying, commonly unreinforced walls in old buildings. The resistance of these buildings with LPC squat walls (of relatively low height-to-length ratio), to in plane horizontal loads, was experimentally investigated in this study. The low compressive strength of these walls, well below that of standard concrete, requires estimation of the relation between the actual LPC compressive strength and its tensile strength, and i
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Dissertations / Theses on the topic "Tensile strength"

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Yin, Penghai. "Tensile Strength of Unsaturated Soils." Thesis, Université d'Ottawa / University of Ottawa, 2021. http://hdl.handle.net/10393/41841.

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Desiccation-induced soil cracking is of significant interest in several engineering disciplines, which include geotechnical and geoenvironmental engineering, mining engineering, and agriculture engineering. The hydraulic, mechanical, thermal and other physico-chemical properties of unsaturated soils can be predominantly influenced due to cracks. Reliable information of these properties is required for the rational design and maintenance of earth structures taking account of the influence the soil-atmosphere interactions (e.g., for expansive soil slopes, earth dams, and embankments). In spite o
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Fields, Kelvin L. "Tension stiffening response of high-strength reinforced concrete tensile members." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0002/MQ35492.pdf.

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Huang, Jian. "The Tensile Strength of Liquid Nitrogen." PDXScholar, 1992. https://pdxscholar.library.pdx.edu/open_access_etds/1134.

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The tensile strength or the negative pressure required to induce cavitation in a pure liquid has been a puzzling subject. On one hand, the classical nucleation theory has met great success in predicting the nucleation rates of superheated liquids. On the other hand, most of reported experimental values of the tensile strength for different liquids are far below the prediction from the classical nucleation theory. In this study, homogeneous nucleation in liquid nitrogen and its tensile strength have been investigated. In order to carry out the measurement of the tensile strength of liquid nitro
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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.<br>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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McClain, Michael Patrick. "A micromechanical model for predicting tensile strength." Thesis, This resource online, 1996. http://scholar.lib.vt.edu/theses/available/etd-10052007-143117/.

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Nissen, Joel Alan. "The Tensile Strength of Liquid Helium Four." PDXScholar, 1988. https://pdxscholar.library.pdx.edu/open_access_etds/1357.

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It is well known that most liquids exhibit a tensile strength which is much smaller in magnitude than the tensile strength predicted by homogeneous nucleation theory. This lack of agreement is usually attributed to the difficulty of preparing liquid samples free from foreign gases which act as heterogeneous nucleation sites. Liquid helium occupies a unique place among liquids for tensile strength measurements because all foreign gases are frozen out at liquid helium temperatures. Furthermore, superfluid 4He should fill all crevices on solid surfaces, eliminating the chance of heterogeneous nuc
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Shang, Junlong. "Persistence and tensile strength of incipient rock discontinuities." Thesis, University of Leeds, 2016. http://etheses.whiterose.ac.uk/15527/.

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Rock discontinuities are fundamentally important to most rock engineering projects but predicting or measuring their properties such as roughness, aperture, shape and extent (persistence) are fraught with difficulty. So far the solution of how to measure or predict persistence is poorly researched partly because the concept of how to investigate the extent of rock discontinuities within a rock mass seems intractable, by any economical methods. In the majority of engineering applications it is a fairly widespread practice to follow a conventional approach, assuming a 100% persistence value. How
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Yamaguchi, Takashi. "Fundamental Study on High Strength Bolted Tensile Joints." Kyoto University, 1996. http://hdl.handle.net/2433/160789.

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本文データは平成22年度国立国会図書館の学位論文(博士)のデジタル化実施により作成された画像ファイルを基にpdf変換したものである<br>Kyoto University (京都大学)<br>0048<br>新制・課程博士<br>博士(工学)<br>甲第6407号<br>工博第1504号<br>新制||工||1025(附属図書館)<br>UT51-96-F286<br>京都大学大学院工学研究科土木工学専攻<br>(主査)教授 渡邊 英一, 教授 小林 昭一, 教授 土岐 憲三<br>学位規則第4条第1項該当
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Ifland, Chad. "TENSILE STRENGTH OF STEEL PLATES USING LONGITUDINAL WELDS." OpenSIUC, 2012. https://opensiuc.lib.siu.edu/theses/800.

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When a tension steel plate is welded to a gusset steel plate and a tension load is transmitted to the gusset plate by longitudinal welds along both edges at the end of the tension plate, the shear lag factor (U) is used to determine the design tensile strength for the plate. The shear lag factor is determined from the American Institute of Steel Construction (AISC) Manual. The shear lag factor is selected from the table based on the length of the weld and the width of the steel plate that is in tension. The thickness of the plates, boundary condition of the gusset plate, the size and strength
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Zheng, Wei, and 鄭偉. "Shock vibration resistance and direct tensile strength of concrete." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2001. http://hub.hku.hk/bib/B31242753.

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Books on the topic "Tensile strength"

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National Institute of Standards and Technology (U.S.), ed. Tensile strength of an interlocking composite connection. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

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Carli, Charles G. Tensile and compressive MOE of flakeboards. U.S. Forest Service, 1988.

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Poon, C. Tensile fracture of notched composite laminates. National Research Council Canada, 1991.

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G, Ifju Peter, and Langley Research Center, eds. Through-the-thickness tensile strength of textile composites. National Aeronautics and Space Administration, Langley Research Center, 1994.

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G, Ifju Peter, and Langley Research Center, eds. Through-the-thickness tensile strength of textile composites. National Aeronautics and Space Administration, Langley Research Center, 1994.

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Center, Langley Research, and United States. National Aeronautics and Space Administration., eds. Synthesis and characterization of modified phenylethynyl terminated polyimides. National Aeronautics and Space Administration, Langley Research Center, 1998.

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Kruenate, Jittiporn. Investigation of the tensile strength of crosslinked thermoplastic materials. UMIST, 1996.

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Showalter, K. L. Effect of length on tensile strength in structural lumber. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1987.

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A, DiCarlo James, and United States. National Aeronautics and Space Administration., eds. Thermomechanical behavior of advanced SiC fiber multifilament tows. National Aeronautics and Space Administration, 1997.

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W, Green David, and Forest Products Laboratory (U.S.), eds. Moisture content and tensile strength of Douglas fir dimension lumber. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1990.

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Book chapters on the topic "Tensile strength"

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Gooch, Jan W. "Strength, Tensile." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11275.

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Gooch, Jan W. "Tensile Strength." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11633.

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Fontananova, Enrica. "Tensile Strength." In Encyclopedia of Membranes. Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-662-44324-8_1801.

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Weik, Martin H. "tensile strength." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_19345.

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Fontananova, Enrica. "Tensile Strength." In Encyclopedia of Membranes. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-40872-4_1801-1.

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Li, Yanrong, Jingui Zhao, and Bin Li. "Tensile strength." In Loess and Loess Geohazards in China. CRC Press, 2017. http://dx.doi.org/10.1201/9781315177281-7.

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Gooch, Jan W. "Tensile-Shear Strength." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11631.

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Gooch, Jan W. "Tensile Ultimate Strength." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11638.

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Gooch, Jan W. "Tensile Yield Strength." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11640.

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Gooch, Jan W. "True Tensile Strength." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_12185.

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Conference papers on the topic "Tensile strength"

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Zwick, U., R. Freidinger, and M. Wittmann. "Fiber With High Tensile Strength." In 1985 International Technical Symposium/Europe, edited by Remy Bouillie. SPIE, 1986. http://dx.doi.org/10.1117/12.950968.

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Zabielska-Adamska, Katarzyna, and Mariola Wasil. "Tensile Strength of Barrier Material." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.064.

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The most significant element of the municipal landfill construction is leak-proof assurance which reduces the negative influence of waste on the environment. Mineral liners and covers are correctly built-in cohesive soil layers, with a coefficient of permeability less than 10−9 m/s. Recently, researchers have conducted investigations with the possibility of utilising fly ash as a mineral barrier material. A very important part in the selection of material for the barrier is determining its ability to deformation. Its destruction is initiated by the process of the formation and propagation of c
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"Prediction of Dynamic Tensile Strength." In SP-175: Concrete and Blast Effects. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5924.

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Asem, Pouyan, Zdenek P. Bažant, Juerg Matter, and Joseph F. Labuz. "Tensile Strength of Serpentinized Harzburgite." In 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-1101.

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ABSTRACT: Ultramafic rocks play an active role in geologic processes including the carbon cycle and serpentinization reactions. Many of these processes accompany mineral transformations that result in volume increase of the product phase (e.g. serpentinization, carbonation). Accommodation of changes in volume is often associated with formation of fracture surfaces as new minerals form. Thus, fracture properties such as tensile strength or fracture toughness are of interest in analyses of volumetric deformation during mineral replacement. Cores extracted from Oman ophiolite were used to measure
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Niskanen, Kaarlo, Jari Sirviö, and Rolf Wathén. "Tensile Strength of Paper Revisited." In Advances in Paper Science and Technology, edited by S. J. I’Anson. Fundamental Research Committee (FRC), Manchester, 2005. http://dx.doi.org/10.15376/frc.2005.1.563.

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Traditional micromechanical theories for the tensile strength of paper do not account for the tensile stiffness of paper, even though in practice tensile strength is closely coupled with tensile stiffness. Another problem is with the micromechanical input parameters, few of which have a precise meaning in real paper. Especially the interpretation of inter-fiber bonding is ambiguous. None of the existing theories connects tensile strength with an independently measurable value of bonding degree or bond strength. As a result, the conventional interpretation of tensile strength data is unreliable
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FISH, JOHN, and SUNG LEE. "Tensile strength of tapered composite structures." In 29th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2252.

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Renić, Tvrtko, and Tomislav Kišiček. "Direct tensile strength test of concrete." In 4th Symposium on Doctoral Studies in Civil Engineering. University of Zagreb Faculty of Civil Engineering, 2018. http://dx.doi.org/10.5592/co/phdsym.2018.09.

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Huneault, Justin, Jihane Kamil, Andrew Higgins, and David Plant. "Dynamic tensile strength of silicone oils." In SHOCK COMPRESSION OF CONDENSED MATTER - 2017: Proceedings of the Conference of the American Physical Society Topical Group on Shock Compression of Condensed Matter. Author(s), 2018. http://dx.doi.org/10.1063/1.5044825.

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Rodriguez, Sofía, María Guarín, Andrés Restrepo, and César Echavarría. "Tensile Strength of High Performance Concrete." In The 8th International Conference on Civil, Structural and Transportation Engineering. Avestia Publishing, 2023. http://dx.doi.org/10.11159/iccste23.114.

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Boyd, Andrew, Andrew Komar, Gaowei Xu, and Andrea Leone. "Tensile strength for evaluating deterioration in concrete." In Fifth International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2018. http://dx.doi.org/10.5592/co/cetra.2018.915.

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Reports on the topic "Tensile strength"

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Huang, Jian. The Tensile Strength of Liquid Nitrogen. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.1133.

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Nissen, Joel. The Tensile Strength of Liquid Helium Four. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.1356.

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Duthinh, Dat. Tensile strength of an interlocking composite connection. National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6565.

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Korinko, P., and G. Chapman. CHARACTERIZATION OF TENSILE STRENGTH OF GLOVEBOX GLOVES. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1036011.

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Tennery, V. (Tensile strength measurement techniques for structural ceramics). Office of Scientific and Technical Information (OSTI), 1990. http://dx.doi.org/10.2172/6837433.

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Goeke, Elizabeth C., and Shun-Chin Chou. Examination of the Tensile Strength of Graphite Fibers. Defense Technical Information Center, 1989. http://dx.doi.org/10.21236/ada207277.

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Doi, Shigeru, and Takao Mori. Tensile Shear Strength of Aluminum-Steel Rivet Joint. SAE International, 2005. http://dx.doi.org/10.4271/2005-08-0540.

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Wright, Jared C., and Jeffrey J. Swab. Uniaxial Tensile Strength and Flaw Characterization of SiC-N. Defense Technical Information Center, 2014. http://dx.doi.org/10.21236/ada597920.

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Burchell, Timothy. MERSEN GRADE 2114: A COMPARISON OF TENSILE STRENGTH DATA. Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/1905428.

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Burchell, Timothy. Mersen Grade 2114: Tensile Strength from Brazilian Disc Testing. Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/2455105.

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