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Journal articles on the topic 'Split tension'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

ZHOU, XIAO-QING, and YONG XIA. "MESOSCALE MODELING OF CONCRETE UNDER DYNAMIC SPLIT TENSION." Journal of Earthquake and Tsunami 07, no. 03 (2013): 1350028. http://dx.doi.org/10.1142/s1793431113500280.

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In this paper, a mesoscale model is adopted to simulate concrete behavior under dynamic split tension. The concrete material is assumed to comprise coarse aggregates, mortar matrix, and an interfacial transition zone (ITZ). In the mesh generation process, random coarse aggregate particles are generated from a certain aggregate size distribution and then placed into the mortar matrix with ITZ between the coarse aggregate edge and the mortar matrix. Different aggregate shapes, such as circular, oval, and polygons are modeled to analyze the gravel and crushed stone aggregates. Numerical simulatio

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2

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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3

Hou, Yangqing, Lili Jiang, Baozhong Sun, and Bohong Gu. "Strain rate effects of tensile behaviors of 3-D orthogonal woven fabric: Experimental and finite element analyses." Textile Research Journal 83, no. 4 (2012): 337–54. http://dx.doi.org/10.1177/0040517512461706.

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The tensile behaviors of 3-D woven fabric under high strain-rate states, i.e. tensile impact behaviors, are important for the design of the fabrics and the reinforced composites under impulsive loading. This paper reports the testing and the numerical simulation of the impact tension behaviors of 3-D woven fabric under high strain rates compared with those under quasi-static tension. The tensile behaviors of 3-D orthogonal woven fabric (3DOWF) were investigated using a MTS 810.23 material testing system and a self-designed split Hopkinson tension bar apparatus, under a wide range of strain rat

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4

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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5

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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6

Cheng, Zhi Hui, and Chao Zhang. "Calculation of Torsional Stiffness of Conductor and its Influence on the Stability of Motion." Applied Mechanics and Materials 680 (October 2014): 233–36. http://dx.doi.org/10.4028/www.scientific.net/amm.680.233.

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In galloping, reverse split wire plays an important role in. Through the study of split change sub conductor length of wire twisting motion estimation, the wire tension change caused by the torsion of sub conductors; besides considering some of the split wire torsion stiffness of the external factors, but also the influence of torsion wire tension change, caused by the conductor sag, line height worse, we deduced the general formula to calculate the new conductor spacer system torsional stiffness.

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7

Weizhong, Liang, Zhou Zheng, and Zhao Zuojun. "Application of Split Gluteus Maximus Muscle–Adipofascial Turnover Flap and Subcutaneous Tension-Reducing Suture Technique in Repair of Decubitus Ulcers." International Surgery 99, no. 4 (2014): 447–51. http://dx.doi.org/10.9738/intsurg-d-13-00034.1.

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Abstract The purpose of this study was to study the clinical effect of split gluteus maximus muscle–adipofascial turnover flap and tension-reducing suture in the treatment of decubitus ulcers. Thirty-one cases of sacrococcygeal decubitus ulcers were repaired by split gluteus maximus muscle–adipofascial turnover flap. The surface of flaps ranged from 5 × 6 cm to 7 × 8 cm. The skin was then closed, primarily using subcutaneous tension-reducing suture. Eighty-eight percent of the flaps (27 of 31) healed primarily. The split gluteus maximus muscle–adipofascial turnover flap and tension-reducing su

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8

Guo, Ling Mei, Yan An Lv, Zhi Fang Deng, and Yang Wang. "Effect of Strain Rate on Tension Response of Filled Silicone Rubber." Applied Mechanics and Materials 863 (February 2017): 112–16. http://dx.doi.org/10.4028/www.scientific.net/amm.863.112.

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Uniaxial tension tests for filled silicone rubber were performed at high strain rates using a split Hopkinson tension bar system. Quasi-static tension tests were carried out using an Instron-E3000 material test system. The grip fixture was designed to reliably connect the tensile specimen with the incident/transmitted bars. The method to increase the signal-noise ratio of the stress pulse in the transmitted bar was proposed. The effect of specimen gage length-to-width ratio on the stress-strain responses was experimentally studied. The suitable specimen geometry was determined by means of expe

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9

Kocian, Lukáš, Jan Falta, Nela Krčmářová, Tomáš Fíla, and Jan Šleichrt. "Commissioning of universal Split Hopkinson Bar for dynamic compression and tension experiments." Acta Polytechnica CTU Proceedings 52 (June 12, 2025): 43–49. https://doi.org/10.14311/app.2025.52.0043.

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Split Hopkinson Bar is an experimental apparatus designed for acquiring material properties in dynamic regime. The apparatus is usually constructed as a single purpose experimental device for specific type of loading, most commonly either compression (Split Hopkinson Pressure Bar) or tension (Split Hopkinson Tensile Bar). In this paper, a simple and highly modular design capable of testing for multiple types of loading is introduced, which can be a great advantage to obtain material properties under different loading conditions. The device was successfully assembled, including its electrical i

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10

Er. Shevale Shubhangi Sandip, Er Shevale Shubhangi Sandip, and Dr S. K. Nalawade Dr. S. K. Nalawade. "To Study the Behavior of Concrete By Partial Replacement of Recycled Coarse Aggregate With Recycled Plastic Granules." Journal of Advances in Science and Technology 20, no. 1 (2024): 91–95. http://dx.doi.org/10.29070/a94n1497.

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In this research low density poly ethylene (LDPE) granules used as replacement for coarseaggregate for producing concrete cubes and cylinders has been investigated and reported. LDPE basedconcrete cubes and cylinders were cast manually and the strength of the test concrete in terms ofcompression and split tension were experimentally evaluated. It is found that the strength of plasticreplaced concrete in terms of compression and split tension can be comparable with the conventionalconcrete. The present study is aimed at concrete mix with partial replacement of coarse aggregate byLDPE granules (

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11

Shabarish, S., and P. Ragunathapandian. "Durability of concrete by partial replacement of coarse aggregate with recycled plastic granules." i-manager's Journal on Structural Engineering 11, no. 4 (2023): 22. http://dx.doi.org/10.26634/jste.11.4.19805.

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This research investigates and reports on the usage of plastic granules in place of coarse aggregate while constructing concrete cubes and cylinders. Concrete cubes and cylinders made of plastic granules were hand cast, and the concrete's strength was then empirically assessed in terms of split tension and compression. It has been discovered that the compression and split tension strengths of plastic-replaced concrete can be on par with those of ordinary concrete. The current analysis focuses on concrete mixes that have plastic granules (0%, 5%, 10%, 15%, 20%, and 25%) partially replacing the

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12

Chen, Gang, Yu Chun Kuang, Peng He, and Ai Ming Xu. "Static and Dynamic Behavior of Granite in Split Tension." Applied Mechanics and Materials 44-47 (December 2010): 2368–72. http://dx.doi.org/10.4028/www.scientific.net/amm.44-47.2368.

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Tensile strength is one of the most important mechanical properties of granite. It is a key parameter for strength design, safety analysis of granite structures. In the present paper, experimental investigation on static and dynamic splitting tensile behavior of granite is carried out with Brazilian disc (BD) test. The incident wave of SHPB for the dynamic BD test was designed with pulse shaper. The results show that the dynamic tensile strength of granite is heightened with increasing strain rate.

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13

Zhao, Zhong Hu. "A New Method to Test the Fracture Energy Based on Direct Tension." Applied Mechanics and Materials 105-107 (September 2011): 1376–79. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.1376.

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Fracture energy, which reflects the split property of brittle materials, is a significant parameter. For present tests of measuring it, the indirect test itself has insuperable disadvantage, while the direct tension test, in spite of an ideal way, is too limited to be widely applied in ordinary labs for its over high requirement for the test machine. The paper analyzed the disadvantage of the direct tension machine and improved it: a new elastic foundation of lower clamper replaced the original rigid one. Using the improved machine, the complete stress-strain tensile curve of the brittle mater

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14

Shin, Hyunho, Sanghoon Kim, and Jong-Bong Kim. "Stress Transfer Mechanism of Flange in Split Hopkinson Tension Bar." Applied Sciences 10, no. 21 (2020): 7601. http://dx.doi.org/10.3390/app10217601.

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To reveal the stress transfer mechanism of the flange in a split Hopkinson tension bar, explicit finite element analyses of the impact of the hollow striker on the flange were performed across a range of flange lengths. The tensile stress profiles monitored at the strain gauge position of the incident bar are interpreted on a qualitative basis using three types of stress waves: bar (B) waves, flange (F) waves, and a series of reverberation (Rn) waves. When the flange length (Lf) is long (i.e., Lf > Ls, where Ls is the striker length), the B wave and first reverberation wave (R1) are fully s

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15

Ma, Dong Fang, Gao Tao Deng, Da Nian Chen, Shan Xing Wu, and Huan Ran Wang. "A Visualized Investigation of Void Growth and Coalescence in Pure Copper Sheets under Impact Tension." Advanced Materials Research 317-319 (August 2011): 1717–24. http://dx.doi.org/10.4028/www.scientific.net/amr.317-319.1717.

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The multi-tension loading in the optimized tensile split Hopkinson bar tests for pure copper sheets was used to investigating growth and coalescence of drilled voids in pure copper sheets, recorded by a high-speed camera. The results of scanning electron microscopical investigation of the microvoid evolution in recovered pure copper sheets showed void coalescence mechanisms which are similar to that of visualized drilled voids. The semi-empirical relation [8] for void shape evolution under quasi-static tension was compared with our computed results revealing the dynamic and clustering effects

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16

Makrides-Saravanos, Elli, and T. Rezansoff. "The effect of a chloride-based accelerating admixture on the tensile strength of concrete." Canadian Journal of Civil Engineering 12, no. 3 (1985): 673–84. http://dx.doi.org/10.1139/l85-074.

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Compression and tension tests were performed on specimens made from high-early-strength concrete, where the strength acceleration was achieved by using a chloride-based accelerating admixture. Comparison with specimens made from concrete without the admixture showed that the concrete with the admixture was significantly weaker in tension for equal compressive strength.Curing times ranged from 3 days to 3 or 4 months while compressive strengths ranged from 16 to 37 MPa depending on the batch and the age at testing. Three types of tension tests, the standard split cylinder test, the standard mod

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17

Zhang, Li Jun, Xiao Peng Yan, Zhi Hua Wang, and Hong Wei Ma. "Experimental Study on the Dynamic Splitting Tensile Behaviour of Concrete." Key Engineering Materials 326-328 (December 2006): 1543–46. http://dx.doi.org/10.4028/www.scientific.net/kem.326-328.1543.

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Many structures and buildings such as nuclear power station and chemical plant are often subjected to impact and explosive loadings. The understanding of material response to highamplitude, short-duration, impulse loads is very important, dynamic behavior of concrete under high strain rate has been paid much attention to. In the present paper, experimental study on the dynamic tension behavior of concrete is carried out. Based on the former theoretical introduction, dynamic splitting tensile tests at different strain rates are conducted on 74mm diameter concrete specimens in a Split Hopkinson

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18

Gilat, Amos, and Jeremy D. Seidt. "Compression, Tension and Shear Testing of Fibrous Composite with the Split Hopkinson Bar Technique." EPJ Web of Conferences 183 (2018): 02006. http://dx.doi.org/10.1051/epjconf/201818302006.

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The Split Hopkinson Bar (SHB) technique is used for high strain rate testing of T800/F3900 composite in compression, tension and shear. Digital Image Correlation (DIC) is used for measuring the full-field deformation on the surface of the specimen by using Shimadzu HPV-X2 high-speed video camera. Compression tests have been done on specimens machined from a unidirectional laminate in the 0°and 90° directions. Tensile tests were done in the 90° direction. Shear tests were done by using a notched specimen in a compression SHB apparatus. To study the effect of strain rate, quasi-static testing wa

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19

Zhang, Bin, Jin Wang, Yang Wang, Yu Wang, and Ziran Li. "Strain-Rate-Dependent Tensile Response of Ti–5Al–2.5Sn Alloy." Materials 12, no. 4 (2019): 659. http://dx.doi.org/10.3390/ma12040659.

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This study is an experimental investigation on the tensile responses of Ti–5Al–2.5Sn alloy over a wide range of strain rates. Uniaxial tension tests within the rate range of 10−3–101 s−1 are performed using a hydraulic driven MTS810 machine and a moderate strain-rate testing system. The high-rate uniaxial tension and tension recovery tests are conducted using a split-Hopkinson tension bar to obtain the adiabatic and isothermal stress–strain responses of the alloy under dynamic loading conditions. The experimental results show that the value of the initial yield stress increases with the increa

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20

Zhu, Lv Tao, and Bao Zhong Sun. "Micromechanics Analysis of the Tensile Behavior of Twaron Fiber Tows at Various Strain Rates." Advanced Materials Research 181-182 (January 2011): 749–53. http://dx.doi.org/10.4028/www.scientific.net/amr.181-182.749.

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In this study, tensile experiments of Twaron fiber tows under different strain rates (quasi-static:0.001s-1, dynamic: 800s-1~2400s-1) were carried out with MTS 810.23 materials tester and split Hopkinson tension bar (SHTB) respectively. The results showed that the mechanical properties of the Twaron fiber tows were sensitive to strain rate: the stiffness and failure stress of the fiber tows increased distinctly as the strain rate increased, while the failure strain decreased. From scanning electronic microscope (SEM) photographs of the fracture surface, it is indicated that the Twaron fiber to

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21

Andrade, Uendert, Dhayaa Anbajagane, Rodrigo von Marttens, Dragan Huterer, and Jailson Alcaniz. "A test of the standard cosmological model with geometry and growth." Journal of Cosmology and Astroparticle Physics 2021, no. 11 (2021): 014. http://dx.doi.org/10.1088/1475-7516/2021/11/014.

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Abstract We perform a general test of the ΛCDM and wCDM cosmological models by comparing constraints on the geometry of the expansion history to those on the growth of structure. Specifically, we split the total matter energy density, Ω M , and (for wCDM) dark energy equation of state, w, into two parameters each: one that captures the geometry, and another that captures the growth. We constrain our split models using current cosmological data, including type Ia supernovae, baryon acoustic oscillations, redshift space distortions, gravitational lensing, and cosmic microwave background (CMB) an

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22

Zhang, Zeng Qiang, and Shui Yu Yu. "Analysis of Spandex Fiber Composition of Cotton/Spandex Knitted Fabric." Advanced Materials Research 627 (December 2012): 365–68. http://dx.doi.org/10.4028/www.scientific.net/amr.627.365.

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The research objec is establishing the data relationship among spandex composition, spandex count and tension to plain knitted fabric made of cotton/spandex. Compared with the theoretical calculation method, split method and dissolved method have been used to test the composition of spandex. The results show that split method is more closer to theoretical calculation.

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23

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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24

Qin, Shiyi, Zhaolin Li, Xun Wang, Kai Li, and Xue Chen. "Numerical simulations of a toroidal droplet breakup in viscous oils." AIP Advances 12, no. 11 (2022): 115213. http://dx.doi.org/10.1063/5.0123867.

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Toroidal droplets are inherently unstable in viscous oils; they either shrink to a single drop or break into several spherical droplets due to Rayleigh–Plateau instability. In this paper, the breakup dynamics of toroidal droplets in immiscible viscous oils have been numerically investigated. A two-dimensional model combined level-set method is proposed. Numerical results reveal that the initial aspect ratios, interfacial tensions, and outer liquid viscosities play important roles in determining the breakup dynamics of toroidal droplets. The initial aspect ratios dominate the number of split dr

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25

Zhao, Gui Ping, Zheng Hao Wang, Jian Xin Zhang, and Chong Du Cho. "High-Velocity Impact of Carbon/Epoxy Composite Laminates." Key Engineering Materials 334-335 (March 2007): 73–76. http://dx.doi.org/10.4028/www.scientific.net/kem.334-335.73.

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The response of Carbon/epoxy composites under high velocity impact was investigated experimentally. The strain rate dependent behavior of T300 Carbon/epoxy matrix composite in tension is studied experimentally by split Hopkinson bar technique. Dynamic stress-strain plot was obtained and compared with the quasi-static tensile test results. The results of the study indicate that Carbon/epoxy composites are strain rate dependent materials. Stacking sequence has a significant effect on the material response. Tensile strength of the composites all increased with increasing strain rate. And failure

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26

Pushkov, Victor, Alexey Yurlov, Valery Leonov, Andrew Tsibikov, and Tatiana Naydanova. "Dynamic tension of aluminum alloy AMg-6 in a facility of Split Hopkinson Bar." EPJ Web of Conferences 183 (2018): 02036. http://dx.doi.org/10.1051/epjconf/201818302036.

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The results are presented to create a facility for studying dynamic tension of structural materials by using the Split Hopkinson Bar Method (SHB method). The explosive method of loading and a cylindrical corner-rounding sample are used in a facility. A sample has threads at both end faces and it fastened in rods by the help of threads. The results of test experiments are presented in the facility for studying dynamic tension of the aluminum alloy AMg-6 at strain rates of 1160-1450 s-1. The diagrams of dynamic tension σ-ε were built. The data on peculiarities of deformation AMg-6 were gained.

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27

Panowicz, Robert, and Jacek Janiszewski. "Tensile Split Hopkinson Bar Technique: Numerical Analysis of the Problem of Wave Disturbance and Specimen Geometry Selection." Metrology and Measurement Systems 23, no. 3 (2016): 425–36. http://dx.doi.org/10.1515/mms-2016-0027.

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Abstract A method of tensile testing of materials in dynamic conditions based on a slightly modified compressive split Hopkinson bar system using a shoulder is described in this paper. The main goal was to solve, with the use of numerical modelling, the problem of wave disturbance resulting from application of a shoulder, as well as the problem of selecting a specimen geometry that enables to study the phenomenon of high strain-rate failure in tension. It is shown that, in order to prevent any interference of disturbance with the required strain signals at a given recording moment, the positio

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28

Fu, Yu Guang, Ming Yuan Wang, Hai Bo Ge, and Lu Li. "Experimental Study of Mechanical Properties of Bamboo’s Joints under Tension and Compression Load." Advanced Materials Research 450-451 (January 2012): 749–55. http://dx.doi.org/10.4028/www.scientific.net/amr.450-451.749.

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The sleeve-bolt connection and the groove-plate connection are two major forms of bamboo’s joints under tension and compression load, and the strength of these two connections is normally governed by the brittle failure mode of shearing-split. A new configuration of sleeve-cement bamboo joint is designed. Comparative loading tests were carried out to study the static tensile and compressive performances of the bamboo joints. It is found that the joint with sleeve-cement connection behaves more ductile under tension and possesses higher strength under compression than those with the sleeve-bolt

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29

Charron, A., and P. Quenneville. "Combined effects of end distance and spacing on the resistance of split ring connectors loaded in tension." Canadian Journal of Civil Engineering 21, no. 5 (1994): 789–96. http://dx.doi.org/10.1139/l94-085.

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An experimental study was undertaken to verify the combined effects of timber connector end distance and spacing requirements of the Canadian standard for engineering design in wood. A total of 130 test specimens using 63 mm diameter split rings were loaded to failure in tension. The split ring end distance varied between 50 and 210 mm and the spacing varied between 80 and 200 mm. Results show that a linear relation exists between the connector end distance and its resistance for a given spacing. Increase in spacing also results in an increase of the connector resistance for a given end distan

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Shivshankar, Prajapati, and Kumar Shakti. "Compressive Strength of SCC Increased by Use of HD-Glass Fiber and Glass Fiber." Journal of Building Construction 4, no. 3 (2023): 1–9. https://doi.org/10.5281/zenodo.7515474.

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Self Compacting Concrete (SCC) is a concrete that has been specifically designed for use in situations where access from below is impossible. It is able to flow when the weight of its own body is applied. When encountering extensive reinforcement and intricate structural designs, it may be utilised. Segregation and bleeding issues are ignored, and compaction does not require vibration. Concrete has a strong compression strength and a weak tension strength. Therefore, discontinuous Anti-Crack high dispersion glass fibres are added to make it strong under tension. Self-compacting concrete (SCC)

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Ma, Pibo, Baozhong Sun, and Bohong Gu. "Impact Tension Damage Mechanism Analyses of Co-Woven-Knitted Composite from Hilbert–Huang Transform." International Journal of Damage Mechanics 21, no. 4 (2011): 493–523. http://dx.doi.org/10.1177/1056789511406759.

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The impact tensile behaviors of co-woven-knitted (CWK) composites were tested with split Hopkinson tension bar apparatus along 0°, 45°, and 90° directions under the strain rates from 1589 to 2586 s−1 and compared with that in quasi-static strain rate of 0.001 s−1. The impact tension damage mechanisms were analyzed in frequency domain with the Hibert–Huang transform (HHT) method. Specifically, the stress time histories curves of the CWK composite were transformed to find the frequency distributions for the different tension failure modes. It was found that thefailure mode of fiber breakages, fi

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32

Putra, Whelly T., Angga F. Setiawan, Ashar Saputra, Iman Satyarno, and Hamdi Y. Pratama. "Frictional Axial Resistance of Clamped Split Pocket Mechanism Steel Structural Joint: An Experimental Study." Civil Engineering Journal 10, no. 9 (2024): 2870–87. http://dx.doi.org/10.28991/cej-2024-010-09-07.

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The Clamped Split Pocket Mechanism (CSPM) prefabricated joint system was developed for a single-story steel instant house, designed to be compact and rapidly constructed without modifying the end of the beam and column element member. The CSPM bolted joint system was proposed as an optimal solution for post-disaster housing, especially after earthquakes. Despite its potential, the frictional tensile resistance behavior of the CSPM bolted joint system has not been previously studied, necessitating experimental investigation. This study examined the frictional tensile resistance behavior of the

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33

Kim, Dong-Ho, Joo-Hyung Lee, Won-Kyong Jeong, and Kyong-Ku Yun. "Evaluation of Split Tension Fatigue Test Method for Application in Concrete." Journal of the Korea Concrete Institute 16, no. 1 (2004): 27–35. http://dx.doi.org/10.4334/jkci.2004.16.1.027.

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Staab, G. H., and A. Gilat. "A direct-tension split Hopkinson bar for high strain-rate testing." Experimental Mechanics 31, no. 3 (1991): 232–35. http://dx.doi.org/10.1007/bf02326065.

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35

Lee, Seong-Hui, Jin-Ho Kim, and Sung-Mo Choi. "Structural behavior of tension joint with high-strength bolted split-tee." International Journal of Steel Structures 9, no. 2 (2009): 93–105. http://dx.doi.org/10.1007/bf03249484.

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E., Siva Subramanian* V.R. Vaishnave V.T.S Vignesh. "EXPERIMENTAL INVESTIGATION OF CONCRETE COMPOSITE USING NYLON FIBRE." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 5, no. 12 (2016): 998–1002. https://doi.org/10.5281/zenodo.225392.

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Nylon fiber is not an absolutely new material, it is successfully applied in such fields as mostly found in garment interlinings, tooth brush, Fishing lines, Nets and building structures. At the present time very prospective directions of using nylon fiber is fiber-concrete and fiber-cement, reinforced with nylon fibers, using nylon fiber as post-tension or pretension reinforcing bars in reinforced concrete structures, applying polymeric and metal composites for structures. The main reason that nylon fiber is considered as construction material so rarely in India is non-availability and its hi

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ARAUJO, A. V. P., F. A. N. SILVA, C. L. NOGUEIRA, and J. A. SILVA. "Evaluation of mechanical damage in concrete subjected to uniaxial compression and tensile by diametrical compression with longitudinal and transverse ultrasonic waves." Revista IBRACON de Estruturas e Materiais 11, no. 6 (2018): 1160–77. http://dx.doi.org/10.1590/s1983-41952018000600002.

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Abstract In the research program both longitudinal and transverse ultrasonic waves were applied to concrete specimens under uniaxial compression and tensile diametrical compression. A total of 45 concrete specimens with five (5) different mixes were loaded until failure. While load was being applied - in compression and split tension - ultrasonic pulses were recorded and velocities calculated for both shear and pressure waves. The results indicate that longitudinal or transverse ultrasonic waves can be applied in the evaluation of diffuse damage (microcracking in uniaxial compression) or conce

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Qin, Jin Gui, Fang Yun Lu, Yu Liang Lin, Xue Jun Wen, and Ming Zu Liang. "Dynamic Tensile Behaviour and Full Field Strain Measurement of High Strength Steel." Applied Mechanics and Materials 275-277 (January 2013): 1859–65. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1859.

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Uniaxial tensile tests were conducted on high strength steel 600 (HS600) in Split-Hopkinson Tension Bar at different strain rates in the range of 1100 to 3200s-1and in electromechanical universal testing machine at the strain rate of 1.1×10-3s-1. Digital image correlation was used together with high-speed photography to obtain full-field displacement and strain in the tensile specimens at dynamic strain rate tests. This high strength steel shows significant strain rate sensitivity. Based on the experimental results, the material parameters of Johnson-Cook model are determined. This model fits

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Sasso, Marco, and Edoardo Mancini. "Feasibility Study of a Combined Tension-Torsion Hopkinson Bar." EPJ Web of Conferences 250 (2021): 01017. http://dx.doi.org/10.1051/epjconf/202125001017.

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The increasing interest to improve the description of the plastic behavior and the fracture prediction for ductile materials under complex loading conditions conducted the researchers to overcome the J2 plasticity theory. To do this more sophisticated plasticity model base on ductile damage have been implemented. Material model parameters must be identified by means of proper testing and calibration procedures requiring different loading conditions. Different types of tests must be performed, imposing multiaxial stress paths to the specimens. Tensile tests on smooth and round notched bars, pla

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Zhu, Lvtao, Guocheng Zhu, Jianyong Feng, Limin Jin, and Pibo Ma. "Impact tensile behavior analysis of Twaron fiber tows from fast Fourier transform." Textile Research Journal 89, no. 8 (2018): 1363–70. http://dx.doi.org/10.1177/0040517518775917.

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In this study, tensile experiments of Twaron fiber tows under different strain rates (quasi-static: 0.001 s−1, dynamic: 800–2400 s−1) were tested with an MTS materials tester (MTS 810.23) and a split Hopkinson tension bar, respectively. The results showed that the mechanical properties of the Twaron fiber tows were sensitive to strain rate: the stiffness and failure stress of the fiber tows increased distinctly as the strain rate increased, while the failure strain decreased. From scanning electron microscope photographs of the fracture surface, it is evident that the Twaron fiber tows failed

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Peirs, Jan, Patricia Verleysen, Kim Verbeken, Frederik Coghe, and Joris Degrieck. "High Strain Rate Torsion and Bauschinger Tests on Ti6Al4V." Materials Science Forum 706-709 (January 2012): 774–79. http://dx.doi.org/10.4028/www.scientific.net/msf.706-709.774.

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An accurate isotropic and kinematic hardening model and description of the strain rate dependent material behaviour is necessary for simulation of fast forming processes. Consequently, the material model parameter identification requires experiments where large strains, high strain rates and strain path changes can be attained. Usually, quasi-static tension-compression Bauschinger tests are used to assess the materials kinematic hardening. Hereby it’s important to have the same specimen geometry and boundary conditions in the forward and reverse loading step which is not easily achieved in hig

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Evazzade, Iman, Ivan Lobzenko, Oleg Golubev, and Elena Korznikova. "Two-phase tension of a carbon nanotube." Journal of Micromechanics and Molecular Physics 05, no. 01 (2020): 2050001. http://dx.doi.org/10.1142/s2424913020500010.

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Heterostructures consisting of new two-dimensional nanomaterials may possess non-trivial physical and mechanical properties, promising for many applications. It is interesting that in some cases it is possible to create heterostructures simultaneously consisting of weakly and strongly stretched domains having the same chemical composition, as have been witnessed earlier for some polymer chains, DNA, and intermetallic nanofibres that demonstrate the effect of two-phase stretching. These materials with relatively large tensile forces tend to split into domains with less and greater tensile defor

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Wang, Wan Peng, Yong Le Hu, Xin Tao Ren, Yi Bo Xiong, Kang Zhao, and Xiao She. "Impact Experimental Study for Dynamic Character of Reactive Powder Concrete." Advanced Materials Research 261-263 (May 2011): 187–91. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.187.

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In order to systematically study dynamic mechanics character of reactive powder concrete (RPC), impact compression experiments and impact flattened Brazilian disc specimens of RPC have been investigated with modified split Hopkinson pressure bar (SHPB) experimental facility using brass pulse shaper, curves about stress versus strain and other parameters at strain rates of 20.3/s~137.0/s were obtained from impact compression. The dynamic tensile strength and tensile failure strain at strain rates of 3.4/s~26.2/s were obtained from impact flattened Brazilian. For comparison, the quasi-static com

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Zhao, Jiuzhou, Li Zhang, Licheng Guo, and Yongqi Yang. "Dynamic properties and strain rate effect of 3D angle-interlock carbon/epoxy woven composites." Journal of Reinforced Plastics and Composites 36, no. 20 (2017): 1531–41. http://dx.doi.org/10.1177/0731684417715712.

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A series of experiments on 3D angle-interlock carbon/epoxy woven composites were carried out using the split Hopkinson pressure bar and split Hopkinson tension bar. These tests were accomplished to investigate the strain rate effect of the dynamic compressive and tensile properties. The strain rate range is about 500/s to 1500/s for through-thickness compressive tests, 150/s to 600/s for in-plane compressive tests, and 600/s to 1000/s for in-plane tensile tests. The corresponding quasi-static properties are given for reference. The tested specimens were observed using optical microscope and sc

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Fletcher, Lloyd, Jared Van-Blitterswyk, and Fabrice Pierron. "Combined shear/tension testing of fibre composites at high strain rates using an image-based inertial impact test." EPJ Web of Conferences 183 (2018): 02041. http://dx.doi.org/10.1051/epjconf/201818302041.

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Testing fibre composites off-axis has been used extensively to explore shear/tension coupling effects. However, off-axis testing at strain rates above 500 s-1 is challenging with a split Hopkinson bar apparatus. This is primarily due to the effects of inertia, which violate the assumption of stress equilibrium necessary to infer stress and strain from point measurements taken on the bars. Therefore, there is a need to develop new high strain rate test methods that do not rely on the assumptions of split Hopkinson bar analysis. Recently, a new image-based inertial impact test has been used to s

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Hake, Sandeep L., S. S. Shinde, Piyush K. Bhandari, P. R. Awasarmal, and B. D. Kanawade. "Effect of Glass Fibers on Self Compacting Concrete." E3S Web of Conferences 170 (2020): 06018. http://dx.doi.org/10.1051/e3sconf/202017006018.

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Self Compacting Concrete (SCC) is a specially developed concrete for concreting under extreme condition of inaccessibility from heights. It is capable to flow under influence of its own weight. It could be used when encountered with dense reinforcement and complex structural design. Problem of segregation as well as bleeding is eliminated and vibration is not required for compaction. As concrete is strong in compression and weak in tension. Hence to make it strong in tension, discontinuous Anti-Crack high dispersion glass fibers are added. SCC mix prepared with addition of discontinuous glass

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Li, Xiangyu, Fugang Li, Minzu Liang, Kefan Zhang, and Zhandong Tian. "Research on Dynamic Constitutive Model and Fracture Characteristics of Two High Strength Steels." Journal of Physics: Conference Series 2168, no. 1 (2022): 012016. http://dx.doi.org/10.1088/1742-6596/2168/1/012016.

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Abstract 58SiMn and 50SiMnVB are commonly used shell materials in bombs, and their dynamic constitutive model and fracture properties directly determine the mass distribution of the bomb. Tensile tests were carried out on two high-strength steels, and the parameters of the yield point, tensile strength and plastic failure strain as well as the John-Cook model were determined. The fracture morphologies of the two steels in the quasi-static tension and in the dynamic tension were analyzed. The research results show that the yield strength of 58SiMn steel remains unchanged with increasing strain

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Yokoyama, T. "Experimental determination of impact tensile properties of adhesive butt joints with the split Hopkinson bar." Journal of Strain Analysis for Engineering Design 38, no. 3 (2003): 233–45. http://dx.doi.org/10.1243/030932403765310563.

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The tensile strength and energy absorption of adhesive butt joints at high rates of loading are determined with a tensile split Hopkinson bar using a cylindrical specimen. A commercially available single-component cyanoacrylate adhesive (instantaneous adhesive) and two different adherend materials are used in the adhesion tests. The impact tensile strength of the cyanoacrylate adhesive butt joints is determined from the applied tensile stress history at failure initiation. The impact absorbed energy is obtained by numerical integration of dynamic tensile load-adhesive deformation data. Compara

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Quenneville, J. H. P., and J. G. A. Charron. "Behaviour of single and double 102 mm split ring conneotions loaded in tension." Canadian Journal of Civil Engineering 23, no. 3 (1996): 602–13. http://dx.doi.org/10.1139/l96-869.

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Two experimental studies were undertaken to verify the effect of the end distance on the resistance of single connector joints using 102 mm split rings and the combined effects of timber connector end distance and spacing on the resistance of double connector joints using 102 mm split rings. A total of 108 test specimens were loaded to failure in tension. Sixty of those tests were single connector joints with end distances varying from 80 to 270 mm. The remaining 48 test specimens were double connector joints with split ring end distances varying from 100 to 270 mm and a spacing of either 125

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Jakkula, Puneeth, Amitay Cohen, Bratislav Lukić, et al. "Split Hopkinson Tension Bar and Universal Testing Machine for High-Speed X-ray Imaging of Materials under Tension." Instruments 6, no. 3 (2022): 38. http://dx.doi.org/10.3390/instruments6030038.

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Studying the failure behaviour of engineered or natural materials under dynamic loading scenarios is of high importance, for example to investigate the fracture mechanics and to prevent catastrophic failures of constructions. When dynamic loading is coupled to high-speed X-ray imaging, not only surface information but images of the interior of the specimens during failure are accessible. Here, a custom designed Split Hopkinson Tension Bar (SHTB) coupled a Universal Testing Machine (UTM) has been developed, dedicated to study quasi-static and dynamic response using ultra-high speed X-ray phase

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