Relevant bibliographies by topics / Tensile strength

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Tensile strength'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 September 2023

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Journal articles on the topic "Tensile strength"

1

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 the increase in the loading rate in indirect tension tests is higher. To verify the above results, crack propagation and stress evolution in direct and indirect tension tests were dynamically monitored using PFC 3D. For direct tension tests, specimens fail at the peak tension point, corresponding to the tensile strength. However, for indirect tension tests, minor cracks, composing of continuous microcracks, form before the peak stress and accompany with the decreased slope of the compression curve. At the peak point, tensile stresses significantly concentrate at the crack tips and further cause large-scale crack propagation. In addition, the initiation stress instead of the peak tensile stress is closer to the tensile strength, obtained from the direct tests for the same loading rate.
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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 (June 18, 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 C78) are significantly different from the actual tensile strength owing to mechanisms of methodologies and test setup. The objective of this research is to develop a new concrete tensile strength test method that is easy to conduct and the result is close to the direct tension strength. By applying the strut-and-tie concept and modifying the experimental design of the ASTM C78, a new concrete tensile strength test method is proposed. The test results show that the concrete tensile strength obtained by this proposed method is close to the value obtained from the direct tension test for concrete with compressive strengths from 25 to 55 MPa. It shows that this innovative test method, which is precise and easy to conduct, can be an effective alternative for tensile strength of concrete.
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Wang, Peggy. "Tensile Strength." positions: asia critique 28, no. 1 (February 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 penetrating investigations into manifestations of resistance and tension between physical forms and objects. Replete with taut lines and trembling vibrations, her work scrutinizes the nature of her materials, their limitations, and relationships among different parts of an installation. By tracing such formal and spatial devices, this article reveals three central topics at the heart of Lin’s oeuvre: the insufficiency of language, the urgency of form, and latent visibility. The exploration of these abstract concepts helps us move away from overt symbolic readings of her materials. These topics help show how Lin uses her art as tactics of intervention for interrogating practices of classification in contemporary Chinese art. As such, this article does not discount commentary on identity or gender but, rather, allows for richer, interrelated frameworks for understanding both her work and how it has been historically treated.
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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 strength. In the design of structural concrete members the tension fields are more characteristic than the compression fields. Effective concrete strengths are not successful. Tensile strength can be applied as ‘yield condition’ for the lower bound solution in the theory of plasticity. The paper intends to contribute to the acceptance of the tensile strength as the more fundamental concrete characteristics.
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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 (September 1, 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 modulus of rupture test, and a pull-out test were used in the study.Current design equations that relate tensile strength of concrete to the measured compressive strength may overestimate the actual tensile strength of high-early-strength concrete where acceleration is achieved through the addition of an admixture. These equations are found in provisions for anchorage, development, and splicing of reinforcement, shear and torsion strength, and the prediction of service load deflections. Key words: concrete, accelerated strength, tensile strength, admixtures, curing, splitting tensile strength, modulus of rupture, strength correlations.
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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 strength could be well described by an Arrhenius equation. Activation energy of 101.3kJ/mol found in the present study is in good agreement with the activation energy for diffusion of nitrogen atom in chromium.
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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 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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Efimov, V. P. "BRAZILIAN TENSILE STRENGTH AND ITS RELATIONSHIP WITH UNIAXIAL TENSILE STRENGTH." Фундаментальные и прикладные вопросы горных наук 8, no. 1 (2021): 66–72. http://dx.doi.org/10.15372/fpvgn2021080109.

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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 (November 29, 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 identification of their failure mode and corresponding shear capacity when subjected to in plane horizontal loads. In this study, compressive and splitting tensile strengths of authentic LPC specimens were measured, and based on them, a relation between the compressive and tensile strengths is proposed. Then, diagonal compression tests were performed on authentic LPC specimens, as well as specimens made of standard concrete. These tests yielded the expected mode of failure of vertical cracking and their analysis shows that their shear capacity needs to be evaluated based on their tensile strength (rather than the flexural shear capacity of unreinforced concrete beams). Thus, the load-bearing (both horizontal and gravitational) capacity to prevent diagonal tension failure of an unreinforced LPC wall can be evaluated by comparing the LPC tensile strength to the major principal stress caused by the load. Assessment of the tensile strength can be based on the relation between the compressive and tensile strengths proposed in this work.
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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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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 of significant research studies published in the literature on the desiccation-induced cracks during the past century, the fundamental mechanism of crack initiation and propagation of soils induced by drying and shrinkage is still elusive. For this reason, the focus of this thesis is directed towards understanding the tensile strength of unsaturated soils which is associated with soil crack initiation criterion (i.e. maximum tensile stress criterion). Tensile strength is the key property of soils for interpreting the initiation of soil cracking from a macroscopic point of view. A semi-empirical model is proposed for predicting the tensile strength of unsaturated cohesionless soils taking into account the effect of both the negative pore-water pressure in saturated pores and the air-water interfacial surface tension in unsaturated pores. The proposed model is calibrated and validated by providing comparisons between the model predictions and the experimental measurements on 10 cohesionless soils (i.e. five sandy soils and five silty soils) published in the literature. The proposed model is simple and requires only the information of Soil-Water Characteristic Curve (SWCC) and Grain Size Distribution curve (GSD), which can be obtained from conventional laboratory tests. To investigate the influence of microstructure, a practical and reliable estimation approach for predicting the evolution of the microstructural void ratio of compacted clayey soils subjected to wetting and drying paths is proposed. The microstructural evolution of 13 examined soils were investigated quantitatively using the mercury intrusion porosimetry (MIP) results. The investigated soils include four high-plasticity clays, eight low-plasticity clays and a glacial till which is a relatively coarse-grained soil with some fines. Based on this study, a novel criterion has been developed for identifying different pore populations of compacted clayey soils. The “as-compacted state line” (ACSL) was proposed to estimate the initial microstructural void ratio based on the compaction water ratio. A constitutive stress is derived to interpret and predict the volumetric deformation of compacted clay aggregates. The linear elastic constitutive model is used for predicting the microstructural void ratio of the examined compacted soils following monotonic wetting and drying paths. The developed approach (i.e. the ACSL and the linear elastic constitutive model) is validated by providing comparisons between the predicted and interpreted microstructural void ratios for all the examined soils. In addition to the matric suction and microstructure, the confining pressure also influences the tensile strength of unsaturated compacted clayey soils. The tensile strength tests on a compacted clayey soil by both the direct method (i.e. triaxial tensile test) and the indirect method (i.e. Brazilian split test) were performed. It is found that the tensile strength increases as the compaction water content decreases for the range investigated in this study, which could be explained by the variation of the inter-aggregated capillary bonding force and the change in microstructure. The increase in the confining pressure has been found to induce the change in failure mode (i.e. from pure tensile failure mode to combined tensile-shear failure mode). In spite of limitations associated with the Brazilian split test, tensile strength is widely determined using this test due to the simple procedure of specimen preparation and wide availability of test equipment in conventional laboratories. However, the Brazilian tensile strength is found to overestimate the tensile strength of compacted specimens with water content greater than the plastic limit. This is due to the considerable plastic deformation associated with the ductile failure instead of brittle failure. In summary, this thesis is devoted to providing insight into the fundamental mechanisms associated with the desiccation-induced crack initiation by quantitatively investigating the various factors that influence the tensile strength of unsaturated soils, which include the matric suction, the microstructure, and the confining pressure from theoretical studies and laboratory investigations.
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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 nitrogen, different approaches for determining the pressure amplitude were studied carefully. It is shown that Raman-Nath theory, as modified by the introduction of an effective interaction length, can be used to determine the pressure amplitude in the focal plane of a focusing ultrasonic transducer. The results obtained from different diffraction orders are consistent and in good agreement with other approaches including Debye's theory and solving the KZK (Khokhlov-Zabolotskaya-Kuznetsov) equation. The results from experiments in water demonstrated that as long as the nonlinearity is not too large, the experimentally determined pressure follows closely the calculated results using either Debye's theory or the KZK equation. In addition, the light diffraction contains enough information to calculate the second-order harmonic in the sound wave. In principle, it is possible that the contribution to the acoustic wave of the higher than the second-order harmonic can be obtained. The measurement of the tensile strength was carried out in a high pressure stainless steel dewar. A High intensity ultrasonic wave was focused into a small volume of liquid nitrogen in a short time period. A probe laser beam passes through the focal region of a concave spherical transducer with small aperture angle and the transmitted light is detected with a photodiode. When the voltage on the transducer reaches a critical point, nucleation in the focal region occurs and a characteristic signal associated with the nucleation was obtained. At this moment, the pressure amplitude at the focus is calculated based on the acoustic power radiated into the liquid. In the experiment, the electrical signal on the transducer is gated at its resonance frequency with gate widths of 20 ~s to 0.2 ms and temperature range from 77 K to near 100 K. The calculated pressure amplitude is in agreement with the prediction of classical nucleation theory for the nucleation rates from 106 to lOll (bubbles/cm3 sec). This work enhances our understanding of the nucleation process in liquids. It provides the direct experimental support that the validity of the classical nucleation theory can be extended to the region of the negative pressure up to 90 atm. This is only the second cryogenic liquid to reach the tensile strength predicted from the classical nucleation theory.
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Baltodano-Goulding, Rafael. "Tensile strength, shear strength, and effective stress for unsaturated sand." Diss., Columbia, Mo. : University of Missouri-Columbia, 2006. http://hdl.handle.net/10355/4364.

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Thesis (Ph.D.)--University of Missouri-Columbia, 2006.
The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (February) Vita. Includes bibliographical references.
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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 nucleation on helium vapor pockets. Despite the quantum mechanical nature of liquid helium, Becker-Doring theory of nucleation of the vapor phase from the liquid phase should be valid down to 0.3 K in 4 He, yet previous results have been in stark disagreement with the theory. In this study, a piezoelectric transducer in the form of a hemispherical shell was used to focus high-intensity ultrasound into a small volume of 4He . The transducer was gated at its resonant frequency of 566 kHz with gate widths of less than 1 msec in order to minimize the effects of transducer heating and acoustic streaming. The onset of nucleation was detected from the absorption of acoustic energy and the scattering of laser light from microscopic bubbles. A new theory for the diffraction of light from the focal zone of a spherical converging sound wave was developed to confirm calculations of the acoustic pressure amplitude at the focus of the piezoelectric transducer, calculations which were based on the acoustic power radiated into the liquid and the nonlinear absorption of sound. The experimental results were in agreement with homogeneous nucleation theory for a nucleation rate of approximately 1015 critical size bubbles/sec-cm3. This is only the third liquid for which the theoretical tensile strength has been reached and it confirms homogeneous nucleation theory over a range three times greater than any other experiment. A noticeable decrease in the magnitude of the tensile strength was noted at temperatures near the lambda transition and a hypothesis that bubbles are being nucleated heterogeneously quantized vortices is presented.
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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. However that is certainly incorrect even if usually a conservative assumption. This project is a small step towards resolving this issue. A series of laboratory and field research activities were carried out to investigate incipient nature of rock discontinuities and the extent of rock bridges. Uniaxial tensile strength of incipient discontinuities was quantified in the laboratory using cylindrical rock samples. The tested samples included incipient joints, mineral veins and bedding. It has been confirmed that such visible yet incipient features can have high tensile strength, approaching that of the parent rock. Factors contributing to the tensile strength of incipient rock discontinuities have been investigated. It is concluded that the degree of incipiency of rock discontinuities is an important factor that should be differentiated as part of the process of rock mass classification to inform more realistic engineering design and that this might best be done with reference to the tensile strength relative to that of the parent rock. An original methodology has been developed in the laboratory using expansive chemical splitters in drillholes, to quantify the tensile strength of large-scale incipient rock joints. In these tests, smaller tensile strengths were obtained, which probably was the result of localised stress concentration, low pressurization rate and unavoidable variations of expansive tensile force arising from the chemical splitter. A technique ‘Forensic Excavation of Incipient Rock Discontinuities (FEIRD)’ was established and employed to investigate areal extent and incipient nature of discontinuities in the field. Large rock blocks, containing incipient features, were split using similar expansive grout techniques as developed in the laboratory. Test results were interpreted and discussed with respect to fracture mechanics, fractographic features (such as hackle and rib marks), as well as geological conditions affecting the incipiency of the tested discontinuities including degree and extent of weathering and mineralisation. One common observation from the tests conducted is that breakage of non-persistent sections of incipient rock joints (rock bridges) leads to the development of rough surfaces over those freshly broken areas, and this may have implications for rock fracture development more generally. Despite rock bridge failure (say as part of rock slope mass movement), the freshly formed surfaces might be expected to have relatively high strength compared to the pre-existing persistent sections. An important conclusion from this research is that areal extent of open rock discontinuities (persistence) can be investigated realistically using the FEIRD technique. It has been found that estimates of persistence from trace mapping on rock exposures can be wildly inaccurate and it is concluded that field studies using FEIRD techniques (perhaps at a larger scale than used for this research to date) can be used to understand and quantify better the true nature of rock mass fracture network connectivity and extent that are important parameters for many rock engineering endeavours.
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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
Kyoto University (京都大学)
0048
新制・課程博士
博士(工学)
甲第6407号
工博第1504号
新制||工||1025(附属図書館)
UT51-96-F286
京都大学大学院工学研究科土木工学専攻
(主査)教授 渡邊 英一, 教授 小林 昭一, 教授 土岐 憲三
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 of the weld is not taken into account when determining the shear lag factor. This study will investigate if these factors will affect the design tensile strength for a tension plate welded to a gusset plate by longitudinal welds. NISA, finite element analysis software, will be used to determine the ultimate load the tension plate can handle before it fractures. Then the results will be compared to the design strengths calculated by using the shear lag factors earlier stated.
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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. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

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

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Carli, Charles G. Tensile and compressive MOE of flakeboards. [Madison, Wis.?: U.S. Forest Service, 1988.

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

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

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

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

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

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W, Green David, and Forest Products Laboratory (U.S.), eds. Moisture content and tensile strength of Douglas fir dimension lumber. Madison, WI: 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, 704. New York, NY: 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, 733–34. New York, NY: 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, 1884–86. Berlin, Heidelberg: 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, 1761. Boston, MA: 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, 1–3. Berlin, Heidelberg: 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, 117–24. London : CRC Press/Balkema, [2017]: 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, 733. New York, NY: 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, 734. New York, NY: 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, 734. New York, NY: 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, 772. New York, NY: 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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Abstract:
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 cracks caused by tensile stress. Tensile strength was determined for the compacted samples of fly ash and ash with the addition of sodium bentonite which improves plasticity of the ash, as well as for compacted clay, for comparison. Laboratory tests were performed using indirect method (Brazilian test) on disc-shaped samples, using a universal testing machine with a frame load range of ± 1 kN. It was found that sodium bentonite significantly affects the tensile strength of fly ash. The obtained values of deformation and tensile strength of compacted fly ash containing up to 5% bentonite have been compared to those obtained for the clay used in mineral sealing.
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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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FISH, JOHN, and SUNG LEE. "Tensile strength of tapered composite structures." In 29th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: 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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Wilson, Brian, and Jim Coull. "Determining the Tensile Strength of Soil-Cement." In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480809.029.

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Le^, T. N. H., O. Plé, P. Villard, P. Gotteland, J. P. Gourc, Masami Nakagawa, and Stefan Luding. "Discrete Analysis of Clay Layer Tensile Strength." In POWDERS AND GRAINS 2009: PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE ON MICROMECHANICS OF GRANULAR MEDIA. AIP, 2009. http://dx.doi.org/10.1063/1.3180071.

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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, January 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, January 2000. http://dx.doi.org/10.15760/etd.1356.

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Duthinh, Dat. Tensile strength of an interlocking composite connection. Gaithersburg, MD: 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), February 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), June 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. Fort Belvoir, VA: Defense Technical Information Center, February 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. Warrendale, PA: SAE International, September 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. Fort Belvoir, VA: Defense Technical Information Center, January 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), February 2020. http://dx.doi.org/10.2172/1905428.

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Zinkle, S. J., and W. S. Eatherly. Tensile and electrical properties of high-strength high-conductivity copper alloys. Office of Scientific and Technical Information (OSTI), September 1998. http://dx.doi.org/10.2172/330628.

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