Relevant bibliographies by topics / Tensile flexure strength test

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

Academic literature on the topic 'Tensile flexure strength test'

Author: Grafiati
Published: 3 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Tensile flexure strength test"

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M, Usha, and P. Poluraju. "Comparing is code specified flexural strength of concrete with split tensile strength by conducting test on cubes." International Journal of Engineering & Technology 7, no. 2.1 (2018): 51. http://dx.doi.org/10.14419/ijet.v7i2.1.9883.

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The present study aims at investigating the Code IS 456 specified flexure strengths of concrete. This investigation involved carrying out a split tensile test on cubes. The design mix calculations for M20, M25, M30, M40, M50 and M60 were done. Steel fibers were used to improve the resistance of fracture and tensile strength of concrete by its volume percentage of 1%, 2% and 3% for all the grades. The testwas carried out on the universal testing machine using billets to apply point load on exactly mid of the cube. It was observed that the code specified flexure strength is a conservative estima
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Lochan, Philip Prakash, and Maria Anna Polak. "Evaluation of 3-Point and 4-Point Bending Tests for Tensile Strength Assessment of GFRP Bars." Materials 17, no. 21 (2024): 5261. http://dx.doi.org/10.3390/ma17215261.

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Glass Fiber Reinforced Polymer (GFRP) bars are used as reinforcement for structural concrete, especially in cases where corrosion of traditional steel reinforcement is a problem. The tensile strength of these reinforcing bars is the primary characteristic on which the design of concrete members reinforced with GFRP bars relies. Determination of the tensile strength of the bars using a direct tensile test is a time and resource-intensive task and therefore is not routinely conducted for quality control. The tensile strength can also be measured from flexure tests, which are much simpler than di
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Sriram, M. "Partial Replacement of Cement in Concrete with Granite Powder and Fine Aggregate with Saw Dust Ash and Quarry Dust." International Journal for Research in Applied Science and Engineering Technology 9, no. 10 (2021): 1307–18. http://dx.doi.org/10.22214/ijraset.2021.38611.

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Abstract: The partial replacement of cement and fine aggregate with granite powder and saw dust ash, quarry dust when it is able for sustainable development is characterized by application, we came to know that a lot of damage is done to environment in the manufacturing of cement that the ton of cement manufacture releases half ton of co2 and control of the granite powder same way granite powder and saw dust is cheaper in cost. In this investigation of granite slurry and saw dust was used to partial substitute in proportions varying from 10%, 20%, 30% by weight to cement in concrete and tested
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Zhang, Lijuan, Jun Zhao, Cunyuan Fan, and Zhi Wang. "Effect of Surface Shape and Content of Steel Fiber on Mechanical Properties of Concrete." Advances in Civil Engineering 2020 (July 21, 2020): 1–11. http://dx.doi.org/10.1155/2020/8834507.

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Steel fiber reinforced concrete (SFRC) has gained popularity in the last decades attributed to the improvement of brittleness and low tensile strength of concrete. This study investigates the effect of three shapes of steel fibers (straight, hooked end, and corrugated) with four contents (0.5%, 1%, 1.5%, and 2%) on the mechanical properties (compression, splitting tension, shear, and flexure) of concrete. Thirteen groups of concrete were prepared and investigated experimentally. Test results indicated that steel fiber had significant reinforcement on mechanical properties of concrete. When the
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Zheng, Wan Hu, Li Juan Li, and Feng Liu. "The Compressive and Flexural Deformation of Rubberized Concrete." Advanced Materials Research 168-170 (December 2010): 1788–91. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.1788.

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The deformation of rubberized concrete under uniaxial compression and three-point flexure is studied in this paper by test, and the load-deflection curves and load-strain curves under three-point flexure are obtained. Three rubberized concrete, with 5%, 10% and 15% rubber contents, were tested. The test results show that rubber powder influences the compressive strength and flexural strength of concrete. The greater of the rubber dosage, the greater of the strength decreasing of concrete. The decline of compressive strength is greater than flexural strength, the ratio of flexural strength to c
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X.G. Zhang, X.M. Kuang, J.H. Yang, and S.R. Wang. "Experimental Study on Mechanical Properties of Lightweight Concrete with Shale Aggregate Replaced Partially by Nature Sand." Electronic Journal of Structural Engineering 17 (January 1, 2017): 85–94. http://dx.doi.org/10.56748/ejse.17222.

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To study the basic mechanical properties of lightweight concrete incorporating shale aggregate replaced partially by nature sand (LCSARP), a variety of mixes were designed and the properties of the mixes were determined through a series of laboratory tests including compressive strength test, splitting tensile strength test, flextural strength test and tests to determine modulus of elasticity and poison’s ratio. The failure processes, failure modes and the influences of replacement rate of natural sand on essential mechanical properties of LCSARP were studied. The result show that the failure
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Lamon, Jacques. "The Ultimate Flexural Strength of Fiber-Reinforced Ceramic Matrix Composite: A Multiscale Approach." Journal of Composites Science 9, no. 6 (2025): 281. https://doi.org/10.3390/jcs9060281.

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This paper tackles the important issue of the flexural strength of continuous fiber-reinforced ceramic composite. Estimates of the flexural strength of 2D woven SiC/SiC composite are extracted from symmetric and asymmetric 3-point bending test results using three independent approaches: (1) the equations of elastic beam theory for homogeneous solids, (2) finite element analysis of the stress state, (3) stress–strain relations in the tensile outer surface of specimens. Furthermore, the flexural strength is predicted from the ultimate tensile strength using a bundle failure model based on the fr
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Ahmad, Jawad, Fahid Aslam, Rebeca Martínez-García, Jesús de Prado-Gil, Nadeem Abbas, and Mohamed Hechmi EI Ouni. "Mechanical performance of concrete reinforced with polypropylene fibers (PPFs)." Journal of Engineered Fibers and Fabrics 16 (January 2021): 155892502110603. http://dx.doi.org/10.1177/15589250211060399.

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Fibers are one of the most prevalent methods to enhance the tensile capacity of concrete. Most researchers focus on steel fiber reinforced concrete which is costly and easily corroded. This study aims to examine the performance of polypropylene fiber reinforced concrete through different tests. PPFs were added into concrete blends in a percentage of 1.0%, 2.0%, 3.0%, and 4.0% by weight of cement to offset its objectionable brittle nature and improve its tensile capacity. The fresh property was evaluated through slump cone test and while mechanical strength was evaluated through compressive str
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Elmikass, Ahmed G., Mohamed H. Makhlouf, Tarek Sayed Mostafa, and Gehan A. Hamdy. "Experimental Study of the Effect of Partial Replacement of Cement with Glass Powder on Concrete Properties." Key Engineering Materials 921 (May 30, 2022): 231–38. http://dx.doi.org/10.4028/p-m8qo9w.

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This experimental research aims at investigating the possibility of utilizing local glass waste in the production of concrete for construction. Experimental program is conducted to study the effects of using glass powder (GP) obtained by crushing of local glass waste as partial replacement of cement on the fresh and hardened properties of concrete. Five percentages of GP were used: 0%, 10%, 15%, 20%, and 25% by weight of cement. For all concrete mixes, slump test was made for fresh concrete and tests were made for hardened concrete to evaluate compressive strength, splitting tensile strength a
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Vargas, G., and F. Mujika. "Determination of In-plane Shear Strength of Unidirectional Composite Materials Using the Off-axis Three-point Flexure and Off-axis Tensile Tests." Journal of Composite Materials 44, no. 21 (2010): 2487–507. http://dx.doi.org/10.1177/0021998310369601.

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The aim of this work is to compare from an experimental point of view the determination of in-plane shear strength of unidirectional composite materials by means of two off-axis tests: three-point flexure and tensile. In the case of the off-axis three-point flexure test, the condition of small displacements and the condition of lift-off between the specimen and the fixture supports have been taken into account. Some considerations regarding stress and displacement fields are presented. The in-plane shear characterization has been performed on a carbon fiber reinforced unidirectional laminate w
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Dissertations / Theses on the topic "Tensile flexure strength test"

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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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Foster, Glenn C. "Tensile and Flexure Strength of Unidirectional Fiber-Reinforced Composites: Direct Numerical Simulations and Analytic Models." Thesis, Virginia Tech, 1998. http://hdl.handle.net/10919/36688.

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A Local Load Sharing (LLS) model recently developed by Curtin and co-workers for the numerical simulation of tensile stress-strain behavior in fiber-reinforced composites is used to predict the tensile strength of metal matrix composites consisting of a Titanium matrix and unidirectionally aligned SiC fibers. This model is extended to include the effects of free boundary conditions and non-constant load gradients and then used to predict the strength of a Ti-6Al-4V matrix reinforced with Sigma SiC fibers under 4-point flexure testing. The predicted tensile and flexure strengths agree ver
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Roth, Michael Jason 1975. "Flexural and tensile properties of thin, very high-strength, fiber-reinforced concrete panels." Master's thesis, Mississippi State : Mississippi State University, 2007. http://library.msstate.edu/etd/show.asp?etd=etd-11062007-215816.

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Plochý, Ondřej. "Vývoj sklobetonů s vysokými mechanickými vlastnostmi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371943.

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This master thesis summarizes the current knowledge regarding the design and properties of glass fiber reinforced concrete products. It also deals with the design of a new concrete recipe for Dako spol. s.r.o company. There is verified effect of changes in input materials in real conditions the company to increase tensile bending strength above 20 MPa.In particular, verification of the use of building chemistry like superplasticizing additives, polymer-cement matrix or a change type or dose of glass fiber.
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Kannan, Manigandan. "The Microstructure, Hardness, Impact Toughness, Tensile Deformation and Final Fracture Behavior of Four Specialty High Strength Steels." University of Akron / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=akron1311884520.

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Martoni, Luca. "Strength development of single beech wood veneers considering different climate conditions." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2016.

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La tesi di laurea è stata svolta presso l’Università di Scienze Applicate di Rosenheim, in Germania; il progetto di ricerca si basa sulla tecnica di rinforzo conosciuta come “Soil Nailing”, che consiste nella costruzione di un’opera di sostegno nella realizzazione di pareti di scavo o nel consolidamento di versanti instabili. L’obiettivo principale dell’elaborato sarà quello di valutare la fattibilità dell’impiego di tubi fabbricati con legno di faggio, in sostituzione dei chiodi d’acciaio comunemente utilizzati; la scelta di questo tipo di legno è dettata dalla larga disponibilità presente
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Baumgarten, Lars. "Gesteinsmechanische Versuche und petrophysikalische Untersuchungen – Laborergebnisse und numerische Simulationen." Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2016. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-202612.

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Dreiaxiale Druckprüfungen können als Einstufenversuche, als Mehrstufenversuche oder als Versuche mit kontinuierlichen Bruchzuständen ausgeführt werden. Bei der Anwendung der Mehrstufentechnik ergeben sich insbesondere Fragestellungen hinsichtlich der richtigen Wahl des Umschaltpunktes und des optimalen Verlaufs des Spannungspfades zwischen den einzelnen Versuchsstufen. Fraglich beim Versuch mit kontinuierlichen Bruchzuständen bleibt, ob im Versuchsverlauf tatsächlich Spannungszustände erfasst werden, welche die Höchstfestigkeit des untersuchten Materials repräsentieren. Die Dissertation greift
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LEE, Tung-Ying. "THE EFECT OF IMPURITIES IN WATER FROM LAKE ERIE ON THE ADHESIVE STRENGTH OF ICE TO WIND TURBINE MATERIALS." Case Western Reserve University School of Graduate Studies / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=case1310744454.

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Dinh, Quoc Dan. "Brazilian test on anisotropic rocks." Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2011. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-76331.

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The present work describes investigations on the anisotropic strength behavior of rocks in the splitting tensile test (Brazilian test). Three transversely isotropic rocks (gneiss, slate and sandstone) were studied in the Lab. A total of more than 550 indirect tensile strength tests were conducted, with emphasis was placed on the investigation of the influence of the spatial position of anisotropic weakness plane to the direction of the load on the fracture strength and fracture or fracture mode. In parallel, analytical solutions were evaluated for stress distribution and developed 3D numerical
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Krossa, Alexander. "Material characteristics of new ultra high-strength steels manufactured by Giflo Steels." Thesis, Queensland University of Technology, 2022. https://eprints.qut.edu.au/236243/1/Alexander%2BKrossa%2BThesis%281%29.pdf.

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This thesis has investigated the material characteristics of the new high-strength steel (HSS) produced by Giflo Steels (F-series steel) using detailed experimental studies involving ambient and elevated temperature mechanical property tests, post-fire mechanical property tests and V-Charpy notch tests for hardness. Its findings have shown that the new F-series steel has an advantage over similar HSS as it has superior post-fire mechanical properties, while retaining also the other mechanical properties within the requirements of relevant design standards.
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Books on the topic "Tensile flexure strength test"

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Crews, John H. Measurement of multiaxial ply strength by an off-axis flexure test. National Aeronautics and Space Administration, Langley Research Center, 1992.

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Crews, John H. Measurement of multiaxial ply strength by an off-axis flexure test. National Aeronautics and Space Administration, Langley Research Center, 1992.

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Harrington, M. The torque test: A proposed new test to establish the tensile strength of concrete. Queen Mary and Westfield College, 1998.

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Center, Langley Research, ed. Test methods for textile composites. National Aeronautics and Space Administration, Langley Research Center, 1994.

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National Aeronautics and Space Administration (NASA) Staff. Analysis of Ninety Degree Flexure Tests for Characterization of Composite Transverse Tensile Strength. Independently Published, 2018.

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Ranjan, Gyan. Development of models for predicting opacity, Hercules Size Test and tensile strength of paper produced on the Miami University pilot paper machine. 2000.

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Zydroń, Tymoteusz. Wpływ systemów korzeniowych wybranych gatunków drzew na przyrost wytrzymałości gruntu na ścinanie. Publishing House of the University of Agriculture in Krakow, 2019. http://dx.doi.org/10.15576/978-83-66602-46-5.

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The aim of the paper was to determine the influence of root systems of chosen tree species found in the Polish Flysch Carpathians on the increase of soil shear strength (root cohesion) in terms of slope stability. The paper's goal was achieved through comprehensive tests on root systems of eight relatively common in the Polish Flysch Carpathians tree species. The tests that were carried out included field work, laboratory work and analytical calculations. As part of the field work, the root area ratio (A IA) of the roots was determined using the method of profiling the walls of the trench at a
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Book chapters on the topic "Tensile flexure strength test"

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Wang, Bo, Huimin Hu, and Jianglong Yao. "Experimental Study on the Effect of Redispersible Latex Powder on Pavement Performance of Road Base." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_1.

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AbstractThrough unconfined compressive strength test, flexural tensile strength test, freeze-thaw test, dry shrinkage test and SEM, the improvement effect and mechanism of redispersible latex powder on the mechanical properties of recycled cement stabilized macadam were studied. The results show that the flexural and tensile strength of recycled cement stabilized macadam mixture increased and the compressive strength decreased slightly after adding latex powder. With the addition of latex powder, the BDR value of cement stabilized macadam increased, and the frost resistance of the mixture impr
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Engert, Michelle, Kim Torben Werkle, and Hans-Christian Möhring. "Determination of the Thermal Properties of Pre-stressed Fiber-Reinforced Polymer Concrete." In Lecture Notes in Production Engineering. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-34486-2_20.

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AbstractWith its low thermal conductivity and high thermal capacity, polymer concrete has excellent thermal properties that when used in machine tools ensure increased accuracy of the manufactured parts. Polymer concrete has been used successfully in machine tool construction for many years in the form of machine beds. The aforementioned thermal properties in combination with a low density, high damping and a lower primary energy requirement also make polymer concrete interesting for use as a structural component. However, the comparatively low tensile strength and creep tendency of the materi
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Scott, Richard L., and James K. Rieke. "Development of a Fully Automated Tensile and Flexure Test System." In ACS Symposium Series. American Chemical Society, 1989. http://dx.doi.org/10.1021/bk-1989-0404.ch005.

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Campbell, Anne A., Andrew A. Wereszczak, Josina W. Geringer, and Yutai Katoh. "Equibiaxial Flexure Strength of a Superfine-Grained Nuclear Graphite." In Graphite Testing for Nuclear Applications: The Validity and Extension of Test Methods for Material Exposed to Operating Reactor Environments. ASTM International, 2022. http://dx.doi.org/10.1520/stp163920210075.

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Zhao, Yu, Yongfa Zhang, and Pengfei He. "Fracture Initiation." In Hydraulic Fracturing and Rock Mechanics. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2540-7_6.

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AbstractField in-situ constant-flow hydraulic fracturing test is an important technique to determine the tectonic stress field. Classical hydraulic fracturing mechanics regards the maximum tensile stress criterion as the critical initiation condition, which assumes that the hydraulic fracture initiates and expands when the maximum effective tangential stress around the wellbore is larger than the tensile strength of the rock, resulting in tensile failure of the rock.
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Xu, X. F., X. J. Zhao, Y. F. Ai, M. H. Liang, and H. J. Zhang. "Study on Tensile Test Elongation Variation Law for High-Strength Steel Material." In Proceedings of the International Field Exploration and Development Conference 2018. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7127-1_139.

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Suzuki, Shigekazu, Shinnosuke Sato, Miho Suzuki, et al. "Influence of Surface Roughness on Tensile Strength of Reduced-Activation Ferritic/Martensitic Steels Using Small Specimens." In Small Specimen Test Techniques: 6th Volume. ASTM International, 2015. http://dx.doi.org/10.1520/stp157620140019.

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Chen, Yunkai, Peng Deng, and Yao Wang. "Experimental and Analyses on the Deterioration of Mechanical Properties of Transport Bridges Based on Hot and Humid Marine Environment." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. https://doi.org/10.1007/978-981-97-6238-5_3.

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AbstractThe mechanical properties of in-service concrete bridges in the sea are subject to accelerated deterioration due to the harsh environment in which they are located, which poses a serious challenge to bridge transportation work. Therefore, it is necessary to analyse and study the mechanical property evolution of lightweight aggregate concrete in the marine environment and transport engineering design. In order to study the mechanical property degradation law of nano-modified ceramic concrete under the action of dry and wet cycles and temperature, tests were conducted on nano-modified ce
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Sakthivel, M., P. Raja, V. Parthiban, and A. Nagaraj. "Open Hole Tensile Test for Measuring Residual Tensile Strength and Delamination of Glass Fibre Metal Mesh Polymer Composites." In Structural Composite Materials. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-5982-2_11.

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Muche, Fentahun Ayu, and Yonas Mitiku Degu. "Test and Characterization of Tensile Strength of Oxytenanthera Abyssinica and Yushania Alpina Bamboos." In Lecture Notes of the Institute for Computer Sciences, Social Informatics and Telecommunications Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15357-1_13.

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Conference papers on the topic "Tensile flexure strength test"

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Phuyal, Kabiraj, James Mahar, and Mustafa Mashal. "Utilization of Precipitated Calcium Carbonate (PCC) and Upcycled Concrete Aggregate (UCA) in Civil Engineering." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0146.

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<p>The purpose of this study is to utilize Precipitated Calcium Carbonate (PCC) and Upcycled Concrete Aggregate (UCA) in civil engineering. PCC is a fine to coarse grain material generated during the production of sugar from sugar beets. UCA is produced from demolished and returned concrete by the extraction of primarily calcium and alkalinity. The test results on PCC alone show that the optimum content to achieve a minimum 28 MPa (4000 psi) compressive strength is up to 30% by weight of Portland cement. The corresponding compressive strength of mixes in which conventional aggregate was
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Kobayashi, Kenji, Phil Dent, and Chris M. Fowler. "Effects of Stress Conditions and Microstructure on SOHIC Susceptibility." In CORROSION 2014. NACE International, 2014. https://doi.org/10.5006/c2014-3883.

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Abstract Stress Oriented Hydrogen Induced Cracking (SOHIC) is a type of environmental cracking under wet H2S conditions, with distinctive ladder-like internal cracking. Previous SOHIC studies have indicated that tri-axial stress conditions were needed to generate SOHIC. Stress conditions, however, are difficult to simulate using simple tensile and bending methods. A standard small-scale test method for evaluating SOHIC susceptibility has not yet been clearly identified, though some SOHIC evaluation methods have been proposed. In this study, which examines a small-scale SOHIC evaluation method,
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Nguyen, Van Bac, Iman Hajirasouliha, and Martin English. "Flexural strength and behaviour of cold rolled purlins with complex longitudinal stiffeners." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2715.

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<p>This paper presents the flexural strength and behaviour of cold rolled channel and zed steel purlins with complex longitudinal web and flange stiffeners. The material properties at the section’s flat parts, corners, and stiffeners are obtained from tensile tests. A series of four-point beam bending tests is carried out to determine the buckling and ultimate bending capacities of these sections. Nonlinear Finite Element analysis (FEA) is developed to model the flexural strength of the purlins and validated against the experimental tests. True stress-strain data for materials due to col
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FISHER, JOHN, and MICHAEL CZABAJ. "A NEW TEST FOR CHARACTERIZATION OF INTERLAMINAR TENSILE STRENGTH OF TAPE-LAMINATE COMPOSITES." In Proceedings for the American Society for Composites-Thirty Eighth Technical Conference. Destech Publications, Inc., 2023. http://dx.doi.org/10.12783/asc38/36712.

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Interlaminar tensile strength (ZT) is an important property of polymer matrix composites (PMCs). Accurate characterization of ZT is critical for material screening, failure analysis, and design of laminates. However, current methods for determining ZT suffer from several drawbacks that prevent accurate and unambiguous measurement of this property. With this in mind, the aim of this study is to develop a new test specimen and method for accurate measurements of ZT. This new test is developed such that the measured ZT values can be directly compared to intralaminar tensile strength (YT) obtained
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Ohnsorg, R. W., S. K. Lau, M. O. Ten Eyck та D. A. White. "Injection-Molded and Isopressed α-SiC Components for Stationary Gas Turbine Applications". У ASME 1995 International Gas Turbine and Aeroengine Congress and Exposition. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/95-gt-075.

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Sintered α-SiC (HEXOLOY®1 SA) injection-molded buttonhead tensile specimens and isostatically pressed combustor tiles were developed and fabricated by Carborundum for the DOE/Solar Ceramic Stationary Gas Turbine (CSGT) development program. Tooling designs, processing details, material properties, and nondestructive evaluation (NDE) procedures are discussed. Post-sinter hot isostatic pressing (HIPing), which improves density, strength and uniformity, was done on all components. Both injection-molded and isopressed flexure bars produced strengths in excess of 621 MPa (90 ksi), while the fast-fra
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Shelleman, D. L., O. M. Jadaan, J. C. Conway, and J. J. Mecholsky. "Prediction of the Strength of Ceramic Tubular Components: Part II — Experimental Verification." In ASME 1991 Design Technical Conferences. American Society of Mechanical Engineers, 1991. http://dx.doi.org/10.1115/detc1991-0021.

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Abstract The strength distribution of reaction bonded silicon carbide tubes that failed by internal pressurization was predicted from strength distributions obtained from simple laboratory test specimens at room temperature. The strength distributions of flexure bars, C-rings tested in tension, C-rings tested in compression, diametrally compressed O-rings, and internally pressurized short tubes were compared to the strength distribution of internally pressurized long tubes. The methodology involved application of Weibull statistical theory using elasticity theory to define the stress distribut
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Zhou, Yuanxin, Mahesh Hosur, Zainuddin Shaik, and Shaik Jeelani. "Effect of Clay on Tensile, Flex and Fatigue Behavior of Carbon Fiber Reinforced Epoxy." In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-63131.

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In this study, the nanophased epoxy with 2 wt.% clay was utilized in a vacuum assisted resin transfer molding (VARTM) set up with carbon fabric to fabricate laminated composites. The effectiveness of clay addition on mechanical properties of composites has been evaluated by tensile, flexural and fatigue test. The tensile and flexural strengths improved by 5.7% and 13.5%, respectively as compared to the neat composite. The fatigue strength was also improved significantly. Based on the experimental result, a linear damage model combined with the Weibull distribution function has been established
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Jain, Rahul, James Lock, and Stephen F. Duffy. "Effective Area and Effective Volume Calculations for Ceramic Test Specimens." In ASME Turbo Expo 2009: Power for Land, Sea, and Air. ASMEDC, 2009. http://dx.doi.org/10.1115/gt2009-59028.

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The calculation of the effective volume and/or effective area is a key step in estimating the reliability of ceramic component life cycles. Most common tests performed to assess the strength of components made from ceramics are bend bar specimens tested in three-point and four-point flexure, C-ring and O-ring specimens under diametral compressive or tensile loads, and biaxial ring-on-ring specimens. ASTM closed form solutions [1] for the effective volume and area exist for specimen geometries based on classical theories with underlying assumptions. In general, the closed form expressions are v
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Hossain, Mohammad K., Md Mahmudur R. Chowdhury, and Nydeia W. Bolden. "Optimized Mechanical Performance of Carbon Fiber-Epoxy Composite Using Amino-Functionalized Graphene Nanoplatelets." In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-51643.

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A systematic study has been conducted on processing and characterizing of carbon fiber reinforced epoxy polymer (CFRP) composites to enhance their properties through the optimization of graphene nanoplatelet (GNP). GNP having a two dimensional structure is composed of several layers of graphite nanocrystals stacked together. GNP is expected to provide better reinforcing effect in polymer matrix composites as a nanofiller along with greatly improved mechanical and thermal properties due to its planar structure and ultrahigh aspect ratio. GNP is also considered to be the novel nanofiller due to
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Presby, Michael J., K. Manigandan, Gregory N. Morscher, et al. "An Investigation of the End-Notched Flexure and End-Loaded Split Tests Applied to the Mode II Interlaminar Fracture of a SiC/SiC Ceramic Matrix Composite." In ASME Turbo Expo 2019: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/gt2019-90031.

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Abstract Delamination is a common failure mode observed in ceramic matrix composites (CMCs) and occurs as a result of applied interlaminar tensile and shear stresses exceeding the interlaminar strength. As CMCs are further implemented into aero engines the need to understand their interlaminar failure becomes increasingly important. While significant contributions have been made toward understanding the mode I fracture toughness of CMCs, limited work exists on mode II. Several test methods for measuring the mode II fracture toughness have been proposed in literature, namely the end-notched fle
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Reports on the topic "Tensile flexure strength test"

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Becker, Maggie E., Jeffrey S. West, and Carl J. Larosche. Investigation of Bond in Unreinforced Interfaces for Partial- Depth Repairs and New Construction. Precast/Prestressed Concrete Institute, 2023. http://dx.doi.org/10.15554/pci.rr.conn-010.

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The research discussed in this progress report has been proposed to study the interface shear transfer in applications for partial-depth concrete repairs and for topping applications on precast elements. This research comprises two phases of laboratory testing. Phase 1 was developed to study the (local) interface bond strength of slab specimens through direct shear tests and direct tensile pull-off tests. Phase 2 comprises flexural tests on beam specimens to assess interface shear strength under combined bending and shear.
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Quintana and Gianetto. L52343 Background of All-Weld Metal Tensile Test Protocol Procedures for High Strength Pipelines. Pipeline Research Council International, Inc. (PRCI), 2011. http://dx.doi.org/10.55274/r0010444.

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This work was undertaken for the purpose of improving the reliability of strength measurements for the specific case of narrow gap pipe girth welds. The investigation was part of a major consolidated program of research sponsored by DOT-PHMSA and PRCI to advance weld design, establish weld testing procedures and assessment methodologies, and develop optimized welding solutions for joining high strength steel pipe. Development of an all-weld metal tensile test protocol for high strength steel pipe applications. The focus is on test method evolution as researchers sought improvements in measurem
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Park. L52339 Small Scale Low Constraint Fracture Toughness Test Results for High Strength Pipelines. Pipeline Research Council International, Inc. (PRCI), 2011. http://dx.doi.org/10.55274/r0010460.

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This is the fifth report of a series of seven reports detailing the small-scale mechanical testing performed on the trial welds in this consolidated program. An outline of the reporting flow is given in the Introduction to the Summary of Mechanical Properties report 277-T-08. The present report contains the results of application of the low-constraint tensile toughness test, supplemented with results of shallow-notch bend tests, to the three series of welds in the consolidated program, including tests on base metal, weld metal, and HAZ.
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Williams. NR198603 Notched Tensile Test Procedure for Evaluating the Ductility of Seam Welds in ERW Pipe. Pipeline Research Council International, Inc. (PRCI), 1986. http://dx.doi.org/10.55274/r0011230.

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Although current manufacturing methods result in highly reliable welds in ERW pipe, occasional small bond line defects, difficult to detect with present nondestructive test techniques, still are found. The development of improved inspection techniques to permit the detection of such small defects is a difficult undertaking. An Alternative approach toward increasing the reliability of ERW pipe is to insure that the weld region is able to tolerate the presence of any undetected defects without failure, that is, to insure that the weld has adequate ductility. Studies were conducted to determine w
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Zinkle, S. J., and W. S. Eatherly. Effect of test temperature and strain rate on the tensile properties of high-strength, high-conductivity copper alloys. Office of Scientific and Technical Information (OSTI), 1997. http://dx.doi.org/10.2172/543291.

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Jia, Dan, Yong-Yi Wang, Banglin Liu, Jiawei Wang, and Xiaotong Chen. PR350-214509-R01 Test Options for Enhanced Welding Procedure Qualification. Pipeline Research Council International, Inc. (PRCI), 2025. https://doi.org/10.55274/r0000141.

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There have been a number of notable girth weld failures in newly constructed pipelines in North America, Asia, and South America. The primary contributors to the North America incidents have been identified as (1) weld strength undermatching, (2) heat-affected zone softening, and (3) elevated stress-strain in the affected girth welds. This project is a continuation of previous PRCI supported work and JIP with a particular focus on addressing the first two contributors through enhanced girth welding procedure qualification. Three test options for enhanced welding procedure qualification are pro
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Pargeter. L51507 Field Weldability of High-Strength Pipeline Steels. Pipeline Research Council International, Inc. (PRCI), 1986. http://dx.doi.org/10.55274/r0010535.

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This document reports on research to assess the weldability of a range of high-strength (X80 grade) line pipe steels using both small-scale weldability trials, the Welding Institute of Canada test, and full-scale girth welds. Hardness and tensile tests were used to assess strength, and Charpy V and crack tip opening displacement tests were used to assess toughness. Experimental results are provided and a number of conclusions are listed.
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Weiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski, and Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40683.

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A patented active porcelain enamel coating improves both the bond between the concrete and steel reinforcement as well as its corrosion resistance. A Small Business Innovation Research (SBIR) program to develop a commercial method for production of porcelain-coated fibers was developed in 2015. Market potential of this technology with its steel/concrete bond improvements and corrosion protection suggests that it can compete with other fiber reinforcing systems, with improvements in performance, durability, and cost, especially as compared to smooth fibers incorporated into concrete slabs and b
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Francini and Quade. PR-218-08702-R01 Additional Validation the Remaining Strength of Corroded Casing to Additional Cases. Pipeline Research Council International, Inc. (PRCI), 2010. http://dx.doi.org/10.55274/r0010715.

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This project is a follow up to the project titled "Effects of Tensile Loading on Remaining Strength of Corroded Casing." The objective is to test additional samples of corroded casing that will fail at typical storage well operating pressures and transfer the developed technology to MFL vendors for use in storage fields. A test matrix of 13 specimens was developed and tested. The test specimens consisted of natural corrosion and machined defects. Prior to testing: � the specimen material was characterized with tensile, Charpy V-notch, hardness, and chemical tests and � the test specimens were
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Begg, Darren. PR-214-124506-R02 Toughness and Strength of Sub-Arc Double Jointed High Strength Pipe. Pipeline Research Council International, Inc. (PRCI), 2017. http://dx.doi.org/10.55274/r0011418.

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Current design of pipelines calls for overmatching weld metal tensile strength, forcing deformation to occur in the base material and not in the weld. If straining of the weld metal were to occur, higher levels of weld metal toughness would be required to prevent fracture initiation from pre-existing defects. There are three known issues related to the Submerged Arc Welding (SAW) double jointing of pipeline steels: - Consistently achieving weld metal strength and toughness requirements. - Heat affected zone (HAZ) softening of the base material. - Lack of an accepted test protocol for the entir
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