Relevant bibliographies by topics / Split Tensile

Contents

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

Academic literature on the topic 'Split Tensile'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Split Tensile"

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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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Qu, Jia, Guang Ping Zou, and Pei Xiu Xia. "Experimentation of Steel Fiber Reinforced Concrete Tri-Axial Split Strength under Quasi-Static Loading and High Strain-Rate." Applied Mechanics and Materials 70 (August 2011): 189–94. http://dx.doi.org/10.4028/www.scientific.net/amm.70.189.

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A split tensile test methodology has been established for the concrete spheriform specimens with the principal stress ratio of σ1:σ2:σ3=0.24:0.24:-1 in order to study the tensile-tensile-compressive tri-axial strength. Using a Universal Material Testing Machine and Split Hopkinson Pressure Bar, the quasi-static and dynamic spliting tensile tests have been conducted for the concrete spheriform specimens consisting of 1% steel fiber. In the quasi-static test, the average strain rate of the steel fiber reinforced concrete specimens was 8.3×10-5s-1and the split tensile strength was found to be 0.7
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Aijaz Shah, Suehail. "Split Tensile Strength of Graphene Nano-Engineered Concrete." Journal of Advanced Research in Construction and Urban Architecture 9, no. 1 (2024): 10–17. http://dx.doi.org/10.24321/2456.9925.202402.

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Meng, Xin, Erlei Bai, Zhihang Wang, Zhe Huang, and Wei Xia. "Study on Splitting Tensile Mechanical Properties of Carbon Fiber/Polymer Latex Powder Composite Modified Concrete." E3S Web of Conferences 261 (2021): 02036. http://dx.doi.org/10.1051/e3sconf/202126102036.

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The effects of carbon fiber and polymer latex powder on the split tensile mechanical properties of concrete in single and compound mixing conditions are studied. The results show that both carbon fiber or polymer latex powder can improve the split tensile strength and peak strain of concrete. When the carbon fiber content is 0.2%, the split tensile mechanical properties of carbon fiber reinforced concrete (CFRC) are the best. When the amount is 8%, the mechanical properties of polymer modified concrete (PMC) in split tension are the best. When the carbon fiber content is 0.3% and the polymer l
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Okere, CE, DO Onwuka, and NN Osadebe. "Split tensile strength of soilcrete blocks." Nigerian Journal of Technological Research 10, no. 1 (2015): 71. http://dx.doi.org/10.4314/njtr.v10i1.s8.

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Zhao, Zenghui, Mingzhong Zhang, Qing Ma, and Baosen Chen. "Deviation Effect of Coaxiality on the Rock Brazilian Split." Advances in Mathematical Physics 2020 (February 1, 2020): 1–8. http://dx.doi.org/10.1155/2020/5782457.

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Tension failure is one of the main forms of instability in geotechnical engineering. Aiming at the calculation error caused by the loading direction deviation of the Brazilian disc splitting method, a mechanical model of a disc under chord loading was constructed firstly. Based on the theory of complex variable function, the analytic solutions of stresses in a circular disc were deduced, and the calculation error of the tensile strength under chord loading was characterized by defining the error impact rate. And the stress distribution of a disc and the law of rock fracture under chord loading
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Manikanta Kopuri, N. A. G. K., Dr S. Anitha Priyadharshani, and Dr P. V. R. K. Reddy. "A study on strength of concrete with partial replacement of cement and fine aggregate with metakaolin and quarry dust." IOP Conference Series: Earth and Environmental Science 1326, no. 1 (2024): 012043. http://dx.doi.org/10.1088/1755-1315/1326/1/012043.

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Abstract Concrete is a manmade material consists of different constituents like cement, aggregates and water. In this experimental investigation, cement is partially replaced with metakaolin and quarry dust is partially replaced to fine aggregate. Metakaolin is partially replaced to cement in the percentage of 0 to 20% with 5 % increments. Fine aggregate is partially replaced with quarry dust by 0 to 40% with 10 % increments. From this study best combination is found with metakaolin and quarry dust for getting better compressive, split tensile and flexural strengths than normal concrete. Total
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Aditya, Yudha Gempa, Chatarina Niken D.W.S.B.U, and Sasana Putra. "Pengaruh Penggunaan Semen PCC pada Kuat Lentur Perkerasan Kaku dengan Penambahan Serat Kulit Kayu Gelam Pada Campuran Beton." Jurnal Rekayasa Sipil dan Desain 9, no. 1 (2021): 143–56. https://doi.org/10.23960/jrsdd.v9i1.1701.

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The flexural strength of rigid pavement is the dominant parameter that influences the concrete pavement performance. In general, concrete is weak against its flexural tensile strength. One alternative that can be used to increase its flexural tensile strength is by adding artificial fibers and/or natural fibers to the concrete mixture. The purpose of this research is to find the effect of adding gelam bark fibers towards compressive strength, split tensile strength, and flexural strength of concrete using PCC cement. In this study, the concrete mixture was added with various percentages of fib
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Gerlach, Robert, Christian Kettenbeil, and Nik Petrinic. "A new split Hopkinson tensile bar design." International Journal of Impact Engineering 50 (December 2012): 63–67. http://dx.doi.org/10.1016/j.ijimpeng.2012.08.004.

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Nisumanti, Sartika, Miftahul Hasanah, and Febryandi Febryandi. "EXPERIMENTAL STUDY OF THE UTILIZATION OF PINEAPPLE LEAF FIBER WITH THE ADDITION OF EPOXY RESIN TO THE TENSILE STRENGTH BREAK OF THE CONCRETE." LOGIC : Jurnal Rancang Bangun dan Teknologi 24, no. 2 (2024): 63–68. http://dx.doi.org/10.31940/logic.v24i2.63-68.

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In its development, many new concrete modifications were found, such as lightweight concrete, fiber concrete, polymer concrete, high-strength concrete and ultra-high-strength concrete. Epoxy resin can accelerate the hardening process of concrete because epoxy itself generates heat so that it helps accelerate hardening. In previous studies, the addition of areca nut shell fiber and 0.8% epoxy resin can increase the split tensile strength of concrete. Based on the description above, it is necessary to conduct research on the split tensile strength of concrete that combines a mixture of pineapple
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Dissertations / Theses on the topic "Split Tensile"

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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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Owens, Anthony Taylor Tippur Hareesh V. "Development of a split Hopkinson tension bar for testing stress-strain response of particulate composites under high rates of loading." Auburn, Ala., 2007. http://repo.lib.auburn.edu/Send%2002-04-08/OWENS_ANTHONY_54.pdf.

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Dean, Andrew W. "Feasibility of a New Technique to Determine Dynamic Tensile Behavior of Brittle Materials." Thesis, University of North Texas, 2016. https://digital.library.unt.edu/ark:/67531/metadc849768/.

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Dynamic tensile characterization of geo-materials is critical to the modeling and design of protective structures that are often made of concrete. One of the most commonly used techniques currently associated with this type of testing is performed with a Kolsky bar and is known as the spall technique. The validity of the data from the spall technique is highly debated because the necessary boundary conditions for the experiment are not satisfied. By using a technique called pulse shaping, a new “controlled” spall technique was developed to satisfy all boundary conditions so that the analyzed d
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Erdiller, Emrah Salim. "Experimental Investigation For Mechanical Properties Of Filament Wound Composite Tubes." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/3/12605140/index.pdf.

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The aim of this study is to investigate the mechanical properties of continuous fiber reinforced composite tubes, produced by filament winding technique. For this purpose, tensile and split-disk tests were performed with specimens produced with five different fiber materials and two different resin systems. Longitudinal tensile and hoop tensile properties of the selected specimens were determined and the effect of reinforcement direction on the mechanical performance of these composites was investigated. In addition, the effect of a filament-winding processing variable (fiber tension) on longi
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Dohnal, Ivo. "Ověření možnosti využití tahové deformace při Hopkinsonově testu." Doctoral thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2014. http://www.nusl.cz/ntk/nusl-234248.

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The PhD thesis deals with the possibility of performing dynamic tensile tests. For this purpose, Split Hopkinson Pressure Bar Test (hereinafter SHPBT) is used. The basic construction of SHPBT device is designed to perform dynamic compression tests on materials (metals, plastics, and ceramics). The obtained results are deformation stress – strain and strain rate – strain dependences. SHPBT is capable of testing materials at high strain rates up to 10^2 – 10^3 s-1. It was created a special device for dynamic tensile tests of materials at high strain rates. The created device uses the basic const
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Kudláčová, Barbora. "Dynamické materiálové modely ve tváření kovů a slitin." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2017. http://www.nusl.cz/ntk/nusl-316790.

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The aim of the Diploma Thesis is to discuss the creation of material models for the forming technology in quasi-static and dynamic loading conditions and to practically propose a methodology of modeling the mechanical behavior of the selected material for dynamic load conditions using the Split Hopkinson Tensile Bar Test. The presented work contains an overview and analysis of individual experimental methods with the influence of the strain rate in terms of the extent of their suitability, the analysis of the plastic deformation mechanism, an overview of the mathematical mechanical behavior mo
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Berger-Pelletier, Hugues. "Modelling of split hopkinson pressure bars : adaptation of a compression apparatus into tension." Thesis, Université Laval, 2013. http://www.theses.ulaval.ca/2013/28977/28977.pdf.

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Les Barres d’Hopkinson sont couramment utilisées pour tester les matériaux à des hauts taux de déformations. Souvent, différents systèmes de barres sont utilisés pour tester les matériaux en tension ou en compression. Par contre, il serait pratique d’utiliser un seul système, pour prendre des mesures en tension et en compression. Des études ont été faites pour convertir le système de compression existant du centre de Recherche et Développement pour la Défense Canada (RDDC) de ValCartier. Un concept a été choisi parmi 6 systèmes de tension déjà existants. Le choix a été validé avec un modèle d
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Acosta, Juan Felipe. "Numerical and experimental studies on the use of a Split Hopkinson Pressure Bar for high strain rate tension testing." Wichita State University, 2012. http://hdl.handle.net/10057/5516.

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The Split Hopkinson Pressure Bar (SHPB) technique is widely used to dynamically characterize metals and is increasingly being used to characterize non-metallic materials such as fiber reinforced polymeric composite materials. However, the tensile version of the SHPB apparatus requires specimen gripping devices and/or complex loading mechanisms that distort and attenuate the loading pulse. Strain estimations in the test specimen based on the one-dimensional wave propagation theory are found to differ from direct measurements of the same. The discrepancy between the measured and estimated strain
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Santos, Diego Fernando González. "Caracterização microestrutural, mecânica e durante o processo de torneamento de aços ABNT 1045 e ABNT 1145 para avaliação do efeito do enxofre." Universidade de São Paulo, 2008. http://www.teses.usp.br/teses/disponiveis/3/3151/tde-18082008-160331/.

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O presente trabalho trata sobre a influência do teor de enxofre, em quatro aços com uma composição química similar (famílias ABNT 1045 e ABNT 1145), na microestrutura, nas propriedades estáticas, dinâmicas e nos processos de usinagem. Para esta análise foi feita uma caracterização microestrutural de cada material para determinar parâmetros tais como a fração de inclusões de sulfeto de manganês (MnS) e a fração volumétrica de perlita. Também foi feita uma caracterização mecânica que consistiu em ensaios estáticos mediante o ensaio de tração e dureza, e um ensaio dinâmico utilizando a barra de H
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UPADHYAY, SAGAR. "INFLUENCE OF MARBLE WASTE POWDER AS PARTIAL REPLACEMENT OF CEMENT IN CONCRETE." Thesis, 2020. http://dspace.dtu.ac.in:8080/jspui/handle/repository/19589.

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Construction industry uses Portland cement which is known to be a heavy contributor to the CO2 emissions and environmental damage. Incorporation of industrial wastes like silica fume (SF) and fly ash (FA), marble powder as supplementary cementing materials (SCMs) could result in a substantial reduction of the overall CO2 footprint of the final concrete product .With increasing industrialization, the industrial byproducts (wastes) are being accumulated to a large extent, leading to environmental and economic concerns related to their disposal (land filling). Cement is an energy exte
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Books on the topic "Split Tensile"

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Laka, Itziar. Ergative need not Split: An Exploration into the TotalErg Hypothesis. Edited by Jessica Coon, Diane Massam, and Lisa Demena Travis. Oxford University Press, 2017. http://dx.doi.org/10.1093/oxfordhb/9780198739371.013.7.

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This chapter presents an account of Basque behar ‘need’ within the TotalErg hypothesis that holds that Ergative case is inherent and Ergativity does not split. Predicates like behar ‘need’ appear to display a split in subject case assignment, and have been argued to provide crucial evidence against the tenants of TotalErg (Rezac, Albizu and Etxepare 2014) and in favor of a structural assignment of ergative case by Tense. I argue that these predicates are best accounted for as nominals, following Etxepare and Uribe-Etxebarria (2012) and Harves and Kayne (2012), and not as raising modals, as arg
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Salton, Herman T. Dangerous Diplomacy. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198733591.001.0001.

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This book assesses the role of the UN Secretariat in the Rwandan genocide. With the help of new sources, including the personal diaries and private papers of the late Sir Marrack Goulding, it situates the Rwanda operation within the context of bureaucratic friction existing at Headquarters in the early 1990s between the Department of Political Affairs (DPA) and the Department of Peacekeeping Operations (DPKO). The book argues that these units clashed not only over resources (a classic symptom of bureaucratic pathology) but also over the scope of peacekeeping and the role of the Secretary-Gener
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Gobata, Rotcod. I spit on their graves: (book two of The past tense-- ) : Testimony relevant to the democratisation struggle in Cameroon. Kola Tree Press, 1996.

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Matray, James I. Crisis in a Divided Korea. ABC-CLIO, LLC, 2016. http://dx.doi.org/10.5040/9798400633942.

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This book provides scholars and students examining Korea's place in modern world politics with an invaluable resource for understanding the causes, course, and consequences of the ongoing crisis on the Korean Peninsula. Why is Korea still divided into two nations? How does the decades-old tension between North Korea and South Korea affect all of Asia as well as influence several of the world's major powers, including Japan, the People's Republic of China, Russia, and the United States? This book provides answers to these questions and more, presenting readers with descriptions of historical de
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Book chapters on the topic "Split Tensile"

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Chen, Weinong W., and Bo Song. "Kolsky Bar for Dynamic Tensile/Torsion Experiments." In Split Hopkinson (Kolsky) Bar. Springer US, 2010. http://dx.doi.org/10.1007/978-1-4419-7982-7_8.

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Chen, Cheng, and Xudong Qian. "On the Accurate Strain Measurement in Split Hopkinson Tensile Bar Tests." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-7331-4_18.

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Kumar, Pawan, Navdeep Singh, and Amit Kumar. "Split Tensile Behavior of HCFA Based SCC Including CBA and RCA." In Recent Advancements in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-4396-5_58.

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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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Pitroda, J. R., Reshma L. Patel, Rajesh Gujar, Jaykumar Soni, and Vismay Shah. "Comparative Study for Compressive and Split Tensile Strengths of Low-Sludge Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-3557-4_17.

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Singh, Makhan, Kartikeya Kartikeya, Dhruv Narayan, and Naresh Bhatnagar. "High Strain Rate Tensile Testing of High-Strength Steel Using Split Hopkinson Pressure Bar." In Composite Materials. CRC Press, 2023. http://dx.doi.org/10.1201/9781003352358-9.

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Nanda, Anil Kumar, and Jaspal Singh. "Relationship Between Compressive Strength and Split Tensile Strength for Sustainable Concrete—A Case Study." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9554-7_65.

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Li, Yulong, Bin Jiang, Jiayi Hu, and Yazhou Guo. "Experimental evaluation on the dynamic tensile properties of brittle solids by electromagnetic split Hopkinson bar." In Rock Dynamics: Progress and Prospect, Volume 1. CRC Press, 2022. http://dx.doi.org/10.1201/9781003359142-2.

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Sun, Yanfa, Zhanyuan Gao, and Dong Ruan. "Split Tensile Test of Brazilian Disc Specimen of Graphene Nanoplatelets Reinforced Cement-Based Composite Materials." In Proceedings of MEACM 2020. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-67958-3_29.

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Gao, Y., J. Xiang, Z. Yu, G. Han, and H. Jing. "Influence of Carbon Nanotubes on the Fracture Surface Characteristics of Cementitious Composites Under the Brazilian Split Test." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_53.

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AbstractTo better analyze the reinforcing mechanisms of carbon nanotubes (CNTs) in cementitious composites, the micromorphological characteristics of the fracture surface of cement-based specimens under the Brazilian split test were investigated. The results demonstrated that the addition of CNTs promoted nucleation and pore filling effects that optimized the pore structure and inhibited the development of microcracks in the cement matrix during loading. Due to the ultra-high specific surface area and bridging effects of CNTs, the formation of hydration products was promoted, internal microcra
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Conference papers on the topic "Split Tensile"

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Kane, R. D., and M. S. Cayard. "Evaluation of Chemical Compatibility of FRP Tubulars with the Split Disk Method." In CORROSION 1995. NACE International, 1995. https://doi.org/10.5006/c1995-95142.

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Abstract Experiments were conducted on an oilfield fiber reinforced plastic (FRP) tubing material to assess potential effects of chemical degradation when exposed to a simulated sour production environment. There are currently no generally accepted methods for such an evaluation that can provide meaningful chemical derating factors for FRP tubing and piping. This paper proposes a test methodology utilizing the split disk method described in ASTM C2290 for assessment of tensile properties of FRP pipe products. A test procedure is proposed that involves exposure of FRP tubular sections to potent
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Sofyan, Muhammad, Muhammad Aqwam Thariq Arifin, Amry Dasar, and Irma Wirantina Kustanrika. "Effect of Perlite Composition on Compressive and Split Tensile Strength of Fly Ash-Based Geopolymer Concrete." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-fl2jxu.

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Geopolymer concrete is an environmentally friendly alternative to cement as it can reduce carbon dioxide gas emissions during the production process. This study uses fly ash, a waste from the combustion of steam power plants, and perlite, a silicate glass rock with high alumina content, as cement replacement materials. Variations of perlite were used in geopolymer concrete mixtures to replace fly ash with percentages of 0%, 10%, 20%, and 30%, with a concentration of 12 M, and a Na2SiO3/NaOH ratio of 2.5 and AA/PM of 0.5. For the treatment of geopolymer concrete using oven curing method at 80°C
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Idusuyi, Daniel, Ayoleyi Solomon, and Ebenezer Akande. "Effects of Salt Water on the Compressive, Flexural and Split Tensile Strength on Reinforced Concrete using Seawater from Badagry Beach." In 2024 IEEE 5th International Conference on Electro-Computing Technologies for Humanity (NIGERCON). IEEE, 2024. https://doi.org/10.1109/nigercon62786.2024.10927070.

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Ali, Sameer, and Rana Muhammad Waqas. "Effect of Bentonite & Polypropylene Fibres on Fresh and Hardened Properties of Geopolymer Concrete with Slag and Alkali Solution." In Technology Enabled Civil Infrastructure Engineering & Management Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-sua4eq.

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The construction industry significantly contributes to global CO2 emissions and environmental impact, mainly due to concrete usage, which consumes vast resources and energy while emitting CO2. Researchers are exploring alternatives such as geopolymer concrete (GPC), formed without traditional cement but through alkaline activation of industrial by-products like fly ash, ground granulated blast furnace slag, bentonite, and metakaolin clay. This study evaluates the effects of incorporating bentonite and polypropylene (PP) fibers on the workability and strength properties of GPC based on slag. Be
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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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Jesus, Richard De, Charmille Keith Abesamis, Glenn Hanson Co, and Joniel Lance Tan. "Quantifying Carbon Dioxide in Biochar Concrete Using Thermogravimetric Analysis." 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.2025.3166.

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<p>In this study, concrete with biochar was investigated for its carbon sequestration capability. Biochar was used as a partial replacement of concrete in 3%, 6%, and 10% replacement by weight. Concrete cylinder specimens were cured under water for 28 days, then placed in an open-air area for 21 days for CO2 exposure. Quantification of carbon dioxide trapped in concrete was measured using thermogravimetric analysis (TGA). Compression and split tension tests were also performed to verify that the incorporation of biochar in concrete did not compromise its strength. SEM-EDX was also perfor
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Williamson, D. M., and Paul Ryan. "A tensile split Hopkinson pressure bar for low impedance materials." In SHOCK COMPRESSION OF CONDENSED MATTER - 2019: Proceedings of the Conference of the American Physical Society Topical Group on Shock Compression of Condensed Matter. AIP Publishing, 2020. http://dx.doi.org/10.1063/12.0001056.

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Haselbach, L., N. Almeida, and M. Ross. "Deicer Impacts on Pervious Concrete Specimens: Phase IIa; Split Tensile Testing." In International Low Impact Development Conference 2018. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481783.009.

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Jayamanne, B. C. D., and Sanathanan Velauthapillai. "Using Coconut Fibre To Improve The Tensile Characteristics Of Concrete." In SLIIT 2nd International Conference on Engineering and Technology. SLIIT, 2023. http://dx.doi.org/10.54389/yvzt5486.

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Even though the building industry is modernizing in terms of technology and materials used, construction costs have risen, as has the environmental impact. The behavior of coconut fiber in a concrete structure is described in this paper. Coconut fiber increases a range of technical qualities in concrete. Sustainability is a generally accepted concept in today's construction industry. Coconut fibers have the highest tenacity of any natural fiber. They can be used for reinforcement in low-cost, basic concrete structures. The experiment will be conducted out on concrete with fibre inclusion in fo
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Ahmad, I. R., and D. Wei Shu. "Mechanical behaviour of magnesium alloy AZ91D using split Hopkinson tensile bar (SHTB)." In Fourth International Conference on Experimental Mechanics, edited by Chenggen Quan, Kemao Qian, Anand K. Asundi, and Fook S. Chau. SPIE, 2009. http://dx.doi.org/10.1117/12.851945.

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Reports on the topic "Split Tensile"

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Bruce. L52282 State-of-the-Art Assessment of Alternative Casing Repair Methods. Pipeline Research Council International, Inc. (PRCI), 2007. http://dx.doi.org/10.55274/r0010195.

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Many natural gas storage wells suffer damage during normal storage operations. Storage operators spend upwards of $100 million per year recovering lost deliverability. Damage to casings in gas storage wells is largely the result of localized loss of metal from corrosion; however, other types of damage do occur. Individual corrosion pits can be found either on the inside or outside of the casing wall. Repair methods that are currently used for natural gas storage well casings include patches, plugs, liners, etc. While currently-used repair methods can be a cost-effective means of repairing dama
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ULTIMATE STRENGTH, DUCTILITY AND FAILURE MODE OF HIGH-STRENGTH FRICTIONAL BOLTED JOINTS MADE OF HIGH STRENGTH STEEL. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.239.

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Further structural rationalization of steel bridge such as weight reduction of members is realizable by utilizing high strength steel. However, due to the high yield-to-tensile strength ratio, failure of connected members occur before the members in gross area has been plastic-deformed sufficiently. In this study, tensile tests of frictional bolted joint which varies geometrical configurations and grades of plate and bolts, were conducted to compare failure modes of high strength steel joint and mild steel joint and to investigate the relationship among ultimate strength, ductility and failure
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ULTIMATE STRENGTH, DUCTILITY, AND FAILURE MODE OF HIGH-STRENGTH FRICTIONAL BOLTED JOINTS MADE OF HIGH-STRENGTH STEEL. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.1.3.

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Further structural rationalization of steel bridges such as weight reduction of members can be realized by using high-strength steel. However, owing to the high yield-to-tensile strength ratio, failure of connected members occurs before the members in the gross area are plastic-deformed sufficiently. In this study, tensile tests of frictional bolted joints with various geometrical configurations and grades of plates and bolts were conducted to compare the failure modes of high-strength and mild steel joints and to investigate the relationship among ultimate strength, ductility, and failure mod
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Journal articles
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