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Journal articles on the topic 'Uniaxial stress'

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Author: Grafiati

Published: 4 June 2021

Last updated: 20 February 2023

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1

Жукавин, Р. Х., К. А. Ковалевский, С. Г. Павлов, N. Deb mann, A. Pohl, В. В. Цыпленков, Н. В. Абросимов, H. Riemann, H. W. Hubers, and В. Н. Шастин. "Перестройка спектра терагерцового стимулированного излучения при внутрицентровом оптическом возбуждении одноосно-деформированного Si : Bi." Физика и техника полупроводников 54, no. 8 (2020): 816. http://dx.doi.org/10.21883/ftp.2020.08.49632.09.

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The results of experimental and theoretical investigations dedicated to the uniaxial stress induced tuning of terahertz stimulated terahertz emission from silicon doped with bismuth under optical intracenter excitation. The frequency tuning of two emission lines from bismuth donor in silicon under uniaxial stress along [001] has been demonstrated in the experiments. The crosssections of stimulated Raman scattering for uniaxially stressed silicon doped with bismuth donors have been calculated.

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2

Sharma, P., M. Singh, and P. Mahajan. "Plasticity: A Journey from Uniaxial Stress to Uniaxial Strain." Proceedings of the Indian National Science Academy 79, no. 4 (September 7, 2013): 597. http://dx.doi.org/10.16943/ptinsa/2013/v79i4/47983.

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3

Yuan, Hai Yan, Ming Zhe An, Fang Fang Jia, and Zhi Gang Yan. "Fracture Energy of Reactive Powder Concrete Based on Uniaxial Tensile Test." Advanced Materials Research 306-307 (August 2011): 519–22. http://dx.doi.org/10.4028/www.scientific.net/amr.306-307.519.

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Based on uniaxial tensile test, the complete uniaxal tensile stress-strain curve of Reactive Powder Concrete (the steel fiber content by volume is Vf =1%, 2%) was obtained, and the fracture energy of RPC specimens with cross-section of 100mm by 100mm was calculated. The test was finished through Universal Testing Machine without any stiffness-strengthen devices. In order to solve the stress concentration problem, a self-designed uniaxial tensile test equipment was developed, and a dumbbell-shaped specimen was used in the test. The results indicate that the fracture energy of RPC increased as well as the increasing of Vf.

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4

Orr, N. V., and T. Sridhar. "Stress relaxation in uniaxial extension." Journal of Non-Newtonian Fluid Mechanics 67 (November 1996): 77–103. http://dx.doi.org/10.1016/s0377-0257(96)01487-5.

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5

Cerro, J. Del, M. C. Gallardo, and J. Jiménez. "Specific heat under uniaxial stress." Phase Transitions 64, no. 1-2 (December 1997): 25–44. http://dx.doi.org/10.1080/01411599708227766.

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6

Jones, G., and D. J. Dunstan. "Diamond‐anvil uniaxial stress cell." Review of Scientific Instruments 67, no. 2 (February 1996): 489–93. http://dx.doi.org/10.1063/1.1146626.

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7

Ihara, Ikuo, Kohei Ohtsuki, and Iwao Matsuya. "Influence of Uniaxial Stress on the Stress-Strain Curve Measured by Nanoindentation." Applied Mechanics and Materials 597 (July 2014): 17–20. http://dx.doi.org/10.4028/www.scientific.net/amm.597.17.

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A nanoindentation technique with a spherical indenter of tip radius 10 μm is applied to the evaluation of stress-strain curve at a local area of a pure iron under the uniaxial compressive stress exerted through the iron, and the influence of the compressive stress on the estimated stress-strain curve has been examined. A continuous multiple loading method is employed to determine the stress-strain curve. In the method, a set of 21 times of loading/unloading sequences with increasing terminal load are made and load-displacement curves with the different terminal loads from 0.1 mN to 100 mN are then continuously obtained and converted to a stress-strain curve. To examine the stress dependence of the stress-strain curve, the estimation by the nanoindentetion is performed under different uniaxial compressive stresses up to 250 MPa. It has been found that the stress-strain curve determined by the nanoindentation shifts upward as the compressive stress increases and the quantity of the shift is almost equal to the uniaxial stress acting on the iron specimen. It is also noted that the yield stress (0.2 % proof stress) estimated from the stress-strain curve increases almost proportionally to the uniaxial stress and the increase ratio tends to decrease as the stress reaches around 200 MPa.

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8

Stavola, Michael. "Defect dynamics from uniaxial stress studies." Radiation Effects and Defects in Solids 111-112, no. 1-2 (December 1989): 399–410. http://dx.doi.org/10.1080/10420158908213014.

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9

Shimazu, Yoshihiro, and Seiichiro Ikehata. "New Cryostat for Applying Uniaxial Stress." Japanese Journal of Applied Physics 33, Part 1, No. 10 (October 15, 1994): 6054–55. http://dx.doi.org/10.1143/jjap.33.6054.

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10

Namkung, M., R. DeNale, P. W. Kushnick, J. L. Grainger, and R. G. Todhunter. "Uniaxial stress effects on magnetoacoustic emission." NDT & E International 24, no. 1 (February 1991): 39. http://dx.doi.org/10.1016/0963-8695(91)90681-r.

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11

Audigier, D., Cl Richard, Cl Descamps, M. Troccaz, and L. Eyraud. "PZT uniaxial stress dependence: experimental results." Ferroelectrics 154, no. 1 (April 1994): 219–24. http://dx.doi.org/10.1080/00150199408017289.

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12

Tsunoda, Yorihiko. "Incommensurate Shear Wave under Uniaxial Stress." Journal of the Physical Society of Japan 60, no. 1 (January 15, 1991): 204–11. http://dx.doi.org/10.1143/jpsj.60.204.

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13

Taillefer, L., J. Flouquet, Yu P. Gaïdukov, and N. P. Danilova. "Effect of uniaxial stress on UPt3." Journal of Magnetism and Magnetic Materials 108, no. 1-3 (February 1992): 138–40. http://dx.doi.org/10.1016/0304-8853(92)91384-6.

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14

Subhash, G., and S. Nemat-Nasser. "Uniaxial stress behaviour of Y-TZP." Journal of Materials Science 28, no. 21 (November 1993): 5949–52. http://dx.doi.org/10.1007/bf00365206.

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15

Lei, Jin Sheng, You Wei Zeng, Gang Peng, and Qian Feng Wang. "Dynamic Properties of Steel Fiber Concrete under the Action of Noncyclic Variable Amplitude Load." Applied Mechanics and Materials 482 (December 2013): 20–25. http://dx.doi.org/10.4028/www.scientific.net/amm.482.20.

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Uniaxial dynamic compression tests were carried out on the triaxial testing machine to investigate the effect of noncyclic variable amplitude load. The characteristic of steel fiber concrete and differences among static uniaxial loading testing and dynamic uniaxial testing were studied systematically. It is shown that both the strain and the stress are directly proportional to the cycle frequency. Meanwhile, as the cycle amplitude increases, the irreversible plastic deformation increases gradually. And increasing the strain ranges, the stress strain curve becomes sparser. The comparison tests indicate that the peak stress relies on the loading modes. Under noncyclic variable amplitude load, the peak stress is higher than that of the static uniaxial load testing and the dynamic uniaxial testing, but the peak stress of the type corresponding to different frequency shows no evident difference.

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16

Sun, Ya Zhen, Xiao Xing Zhai, and Jie Min Liu. "Analysis of Failure Mode and Propagation for Crack in Uniaxial Compression." Applied Mechanics and Materials 166-169 (May 2012): 2929–32. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.2929.

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This paper analyzed the failure mode for crack in uniaxial compression according to the stress intensity factor, and obtain that the failure mode for crack in uniaxial compression is compression-shear. The wing crack was deformed, after the crack tip initiate. By analyzing the dimensionless stress intensity factor, we obtain that the failure mode for wing crack in uniaxial compression is tension-shear, and we obtain that the dimensionless stress intensity factor for wing crack decreased with inclined angle increased. The inclined crack propagation in uniaxial compression was numerically studied using rock failure process analysis code (rfpa), and obtain that one inclined crack in uniaxial compression formed mode I offset crack parallel to load direction in the end. The numerical results of failure mode are accordance with stress intensity factor.

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17

ZUREK, A. K., J. N. JOHNSON, and C. E. FRANTZ. "CHARACTERIZATION OF DYNAMIC FRACTURE IN COPPER UNDER UNIAXIAL STRESS AND UNIAXIAL STRAIN." Le Journal de Physique Colloques 49, no. C3 (September 1988): C3–269—C3–276. http://dx.doi.org/10.1051/jphyscol:1988338.

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18

Whiteman, G., P. T. Keightley, and J. C. F. Millett. "The Behaviour of 2169 Steel Under Uniaxial Stress and Uniaxial Strain Loading." Journal of Dynamic Behavior of Materials 2, no. 3 (May 24, 2016): 337–46. http://dx.doi.org/10.1007/s40870-016-0069-z.

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19

Kagoshima, S., M. Maesato, Y. Kaga, and R. Kondo. "Novel electronic states of organic conductors under uniaxial stress or uniaxial strain." Synthetic Metals 117, no. 1-3 (February 2001): 87–90. http://dx.doi.org/10.1016/s0379-6779(00)00543-9.

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20

Zhong, Sheng, Chuan Xiao Liu, Zhi Hao Liu, and Long Wang. "Creep Characteristics of Mudstone under Devastating or Integrated States by Uniaxial Tests." Applied Mechanics and Materials 204-208 (October 2012): 16–21. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.16.

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Based on general instantaneous strength test and uniaxial creep tests under devastating or integrated states, strain characteristics of mudstone in different stages have been determined. Analyzing strain features of mudstone developing in every stage of different tests, evolving creep law of mudstone under uniaxial devastating state may be validated, which axial limited creep strain under the decided loading standard is equal to that value at uniaxial complete strain-stress curve rearwards ultimate strength. Relationship between designed loading stress and its corresponding creep strain can be linear in uniaxial creep test of mudstone under integrated state, while must not be a determinate secant of uniaxial complete strain-stress curve. Studying results present that terminal creep strain of rock with certain loading levels and under devastating state can be only corresponded with an exclusive point of traditional uniaxial complete strain-stress curve rearwards the ultimate strength, and the extended limited creep courses of mudstone will answer for Boltzmann function.

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21

Whiteman, Wayne, and Morris Berman. "Inadequacies in Uniaxial Stress Screen Vibration Testing." Journal of the IEST 44, no. 4 (September 14, 2001): 20–23. http://dx.doi.org/10.17764/jiet.44.4.f72822w825r1156j.

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Validating the design and reliability of equipment prior to fielding is a critical step in the materiel development and manufacturing process. Success requires that the new equipment undergo and survive testing. Stress screen vibration testing determines the equipment's design capability. Traditionally, stress screen vibration tests have been conducted by sequentially applying uniaxial excitation to test articles along three orthogonal axes. Simultaneous multiaxial excitation is an advanced method of vibration testing with the goal of more closely approximating real-world operating conditions. Multiaxial testing achieves the synergistic effect of exciting all modes simultaneously and induces a more realistic vibrational stress loading condition. This research begins an effort to explore the difference in predicting fatigue failure between sequentially applied uniaxial and simultaneous triaxial tests. The research plan starts with simple cantilever beam structures. Once initial results are complete, more complex and typical components in actual vehicles will be tested. This paper provides results that reveal inadequacies in traditional uniaxial test methods. It is shown that the order in which orthogonal uniaxial excitation is applied has a significant effect on fatigue failure.

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22

Abou-Kandil, Ahmed I., and Gerhard Goldbeck. "2D X-ray diffraction and molecular modelling of the crystalline structure of polyesters under uniaxial stress." Polymers and Polymer Composites 29, no. 7 (March 8, 2021): 1003–10. http://dx.doi.org/10.1177/0967391121998225.

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Studying the crystalline structure of uniaxially and biaxially drawn polyesters is of great importance due to their wide range of applications. In this study, we shed some light on the behaviour of PET and PEN under uniaxial stress using experimental and molecular modelling techniques. Comparing experiment with modelling provides insights into polymer crystallisation with extended chains. Experimental x-ray diffraction patterns are reproduced by means of models of chains sliding along the c-axis leading to some loss of three-dimensional order, i.e. moving away from the condition of perfect register of the fully extended chains in triclinic crystals of both PET and PEN. This will help us understand the mechanism of polymer crystallisation under uniaxial stress and the appearance of mesophases in some cases as discussed herein.

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23

Song, B., and W. Chen. "Dynamic Compressive Behavior of EPDM Rubber Under Nearly Uniaxial Strain Conditions." Journal of Engineering Materials and Technology 126, no. 2 (March 18, 2004): 213–17. http://dx.doi.org/10.1115/1.1651097.

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Dynamic compressive stress-strain curves for ethylene-propylene-diene monomer (EPDM) rubber at various strain rates under nearly uniaxial strain conditions have been determined with a pulse-shaped split Hopkinson pressure bar (SHPB). The resultant stress-strain curves exhibited significantly nonlinear behavior, with strong sensitivities to strain rates. The dynamic stresses in the EPDM rubber at certain strains under uniaxial strain conditions increased significantly as compared to those under uniaxial stress conditions. A strain-rate-dependent material model, including a strain-rate-sensitive term, has been developed through a strain-energy function for compressible Mooney-Rivlin hyperelastic solids. The model provided a good description of the compressive axial stress-strain response of the EPDM rubber at various strain rates under uniaxial strain conditions.

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24

Bergler, Michael, Kristian Cvecek, Ferdinand Werr, Alexander Veber, Julia Schreiner, Udo R. Eckstein, Kyle G. Webber, Michael Schmidt, and Dominique de Ligny. "Coupling Raman, Brillouin and Nd3+ Photo Luminescence Spectroscopy to Distinguish the Effect of Uniaxial Stress from Cooling Rate on Soda-Lime Silicate Glass." Materials 14, no. 13 (June 26, 2021): 3584. http://dx.doi.org/10.3390/ma14133584.

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Evolution of spectroscopic properties of a soda–lime silicate glass with different thermal history and under applied uniaxial stress was investigated using Raman and Brillouin spectroscopies as well as Nd3+ photoluminescence techniques. Samples of soda–lime silicate with a cooling rate from 6 × 10−4 to 650 K/min were prepared either by controlled cooling from the melt using a differential scanning calorimeter or by a conventional annealing procedure. Uniaxial stress effects in a range from 0 to −1.3 GPa were investigated in situ by compression of the glass cylinders. The spectroscopic observations of rearrangements in the network structure were related to the set cooling rates or the applied uniaxial stress to calculate an interrelated set of calibrations. Comparing the results from Raman and Brillouin spectroscopy with Nd3+ photoluminescence analysis, we find a linear dependence that can be used to identify uniaxial stress and cooling rate in any given combination concurrently. The interrelated calibrations and linear dependence models are established and evaluated, and equations relating the change of glass network due to effects of cooling rate or uniaxial stress are given.

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25

Xiao, Guang Hong, Yang Kai Xiang, and Qiu Ling Zhang. "Test and Research on Ratchet Effect of 16 Mn Steel under Cyclic Loading." Advanced Materials Research 1095 (March 2015): 205–8. http://dx.doi.org/10.4028/www.scientific.net/amr.1095.205.

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The uniaxial and multiaxial non-proportional cyclic experiments of 16Mn steel under stress-control were carried out using MTS809 Series machine and Teststar control system .The influence of stress amplitude, mean stress and their loading history on uniaxial and multiaxial ratcheting is studied.

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26

Xiao, Guang Hong, Yang Kai Xiang, and Xiao Lei Jia. "Test and Research on Ratchet Effect of 16 Mn Steel under Cyclic Loading." Advanced Materials Research 476-478 (February 2012): 965–68. http://dx.doi.org/10.4028/www.scientific.net/amr.476-478.965.

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The uniaxial and multiaxial non-proportional cyclic experiments of 16Mn steel under stress-control were carried out using MTS809 Series machine and Teststar control system .The influence of stress amplitude, mean stress and their loading history on uniaxial and multiaxial ratcheting is studied.

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27

Oyen, Michelle L., Steven E. Calvin, and Robert F. Cook. "Uniaxial stress–relaxation and stress–strain responses of human amnion." Journal of Materials Science: Materials in Medicine 15, no. 5 (May 2004): 619–24. http://dx.doi.org/10.1023/b:jmsm.0000026102.85071.1f.

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28

Mott, P. H., and C. M. Roland. "Uniaxial Deformation of Rubber Cylinders." Rubber Chemistry and Technology 68, no. 5 (November 1, 1995): 739–45. http://dx.doi.org/10.5254/1.3538770.

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Abstract Stress, strain and optical birefringence measurements were made on elastomeric cylinders deformed in tension and compression. The birefringence data enables the actual stress to be determined even when the deformation is not homogeneous. In the absence of lubricant, uniaxially loaded rubber cylinders deviate from homogeneous deformation due to bonding of the cylinder ends. The existing analysis to correct the force-deflection curve for the effect of this sticking, strictly valid for infinitesimal strains, is premised on the idea that the deformed cylinder has a parabolic profile. Experimentally, however, it was found that slender rubber cylinders assume a much flatter profile, while maintaining constant volume, when deformed. Nevertheless, the accuracy of the stress-strain curve when the standard correction is applied turns out to be quite good, partially a result of cancellation of two, relatively small, errors. This accuracy was assessed by comparison of force-deflection data from bonded cylinders both to stress-strain data obtained on lubricated cylinders and to the stresses deduced from the measured birefringence.

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29

Yokogawa, Ryo, Chia-Tsong Chen, Kasidit Toprasertpong, Mitsuru Takenaka, Shinichi Takagi, and Atsushi Ogura. "Evaluation of Strained Group IV Semiconductor Devices by Oil-Immersion Raman Spectroscopy." ECS Transactions 109, no. 4 (September 30, 2022): 351–57. http://dx.doi.org/10.1149/10904.0351ecst.

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We investigated stress evaluation of strained group IV semiconductor devices by oil-immersion Raman spectroscopy. In the oil-immersion Raman spectroscopy the high-numerical-aperture lens gives evaluation of complicated stress states in strained group IV semiconductor devices. As an example of the stress evaluation, a clear stress relaxation of the extremely thin body germanium on insulator (ETB GOI) channels was observed. This behavior indicates that the uniaxial stress is applied into GOI channels by patterning narrow channel. We confirmed that the uniaxial stress is applied into GOI channels by narrow channel patterning at even in ETB GOI channels down to approximately 4 nm by oil-immersion Raman spectroscopy, and stress relaxion (quasi-uniaxial stress) in GOI channels and hole mobility enhancement have good correlation.

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30

Zamora, M., and J. P. Poirier. "Experimental study of acoustic anisotropy and birefringence in dry and saturated Fontainebleau sandstone." GEOPHYSICS 55, no. 11 (November 1990): 1455–65. http://dx.doi.org/10.1190/1.1442793.

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The velocities of ultrasonic P, SH, and SV waves have been measured in two perpendicular directions, in samples of Fontainebleau sandstone as received or thermally cracked, dry, or saturated, under uniaxial stress. We have investigated the effect of cracking, saturation, and uniaxial stress on the velocity of P and S waves in two orthogonal directions (anisotropy) and the velocity of S waves with two orthogonal polarizations in each direction of propagation (birefringence). The effect of cracking, saturation, and uniaxial stress on Poisson’s ratio has also been investigated. The velocity anisotropy is larger for S waves than for P waves and practically disappears in saturated samples. Birefringence is attenuated in saturated samples. Inversion of the results using Crampin’s model gives values of the crack densities in three directions, in qualitative agreement with the state of cracking observed by scanning electron microscopy. In particular, the crack density is found to be near zero in sandstones with rounded pores only. After thermally induced cracking the crack density is found to be ≈20 percent; uniaxial stress closes the cracks in the plane normal to the stress. Also, in naturally cracked samples the crack density is found to be quite high. Uniaxial stress causes the density of cracks to decrease, mostly in the plane normal to the stress.

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31

Sigrist, Manfred, Robert Joynt, and T. M. Rice. "Behavior of anisotropic superconductors under uniaxial stress." Physical Review B 36, no. 10 (October 1, 1987): 5186–98. http://dx.doi.org/10.1103/physrevb.36.5186.

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32

Tsai, Wan T. "Uniaxial Compressional Stress‐Strain Relation of Concrete." Journal of Structural Engineering 114, no. 9 (September 1988): 2133–36. http://dx.doi.org/10.1061/(asce)0733-9445(1988)114:9(2133).

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33

Umeo, K., T. Igaue, H. Chyono, Y. Echizen, T. Takabatake, M. Kosaka, and Y. Uwatoko. "Uniaxial-stress induced magnetic order in CeNiSn." Physical Review B 60, no. 10 (September 1, 1999): R6957—R6960. http://dx.doi.org/10.1103/physrevb.60.r6957.

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34

REKHSON, MICHAEL S., and SIMON M. REKHSON. "Shear, Uniaxial, and Biaxial Stress Relaxation Functions." Journal of the American Ceramic Society 69, no. 9 (September 1986): 704–8. http://dx.doi.org/10.1111/j.1151-2916.1986.tb07475.x.

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35

Billesbach, D. P., F. G. Ullman, and T. Yagi. "Anomalous elastic behavior in K2SeO4under uniaxial stress." Ferroelectrics Letters Section 9, no. 2 (October 1988): 53–61. http://dx.doi.org/10.1080/07315178808200700.

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36

Campos, C. E., J. S. Brooks, P. J. M. van Bentum, J. A. A. J. Perenboom, S. J. Klepper, P. S. Sandhu, S. Valfells, et al. "Uniaxial-stress-induced superconductivity in organic conductors." Physical Review B 52, no. 10 (September 1, 1995): R7014—R7017. http://dx.doi.org/10.1103/physrevb.52.r7014.

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37

Barros Filho, D. A., A. Machado Ferraz, Y. Messaddeq, and M. A. Aegerter. "Uniaxial stress relaxation measurement in fluoroindate glasses." Journal of Non-Crystalline Solids 213-214 (May 1997): 336–40. http://dx.doi.org/10.1016/s0022-3093(96)00675-8.

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38

Bai, Gang, Qiyun Xie, Jie Xu, and Cunfa Gao. "Large negative piezocaloric effect: Uniaxial stress effect." Solid State Communications 291 (April 2019): 11–14. http://dx.doi.org/10.1016/j.ssc.2019.01.002.

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39

Jagannath, C., Emil S. Koteles, Johnson Lee, Y. J. Chen, B. S. Elman, and J. Y. Chi. "Uniaxial stress dependence of spatially confined excitons." Physical Review B 34, no. 10 (November 15, 1986): 7027–30. http://dx.doi.org/10.1103/physrevb.34.7027.

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40

Kim, Jongbeom, Chang-Soo Kim, Dong-Gi Song, and Kyung-Young Jhang. "Ultrasonic nonlinearity parameter in uniaxial stress condition." Ultrasonics 102 (March 2020): 105914. http://dx.doi.org/10.1016/j.ultras.2019.03.013.

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41

Papadopoulos, A. D., Y. S. Raptis, and E. Anastassakis. "Raman study of SrF2 under uniaxial stress." Solid State Communications 58, no. 9 (June 1986): 645–48. http://dx.doi.org/10.1016/0038-1098(86)90238-3.

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42

Takikawa, T., T. Sakakibara, K. Matsuhira, K. Tenya, H. Amitsuka, and S. Kunii. "Magnetic properties of Ce0.75La0.25B6 under uniaxial stress." Physica B: Condensed Matter 281-282 (June 2000): 561–62. http://dx.doi.org/10.1016/s0921-4526(99)01104-7.

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43

Babiński, A., and A. Wysmołek. "Orientation of Metastable EL2 under Uniaxial Stress." Acta Physica Polonica A 87, no. 1 (January 1995): 137–40. http://dx.doi.org/10.12693/aphyspola.87.137.

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44

Fröhlich, D., and W. Nieswand. "Nonlinear optics of CuCl under uniaxial stress." Philosophical Magazine B 70, no. 3 (September 1994): 321–34. http://dx.doi.org/10.1080/01418639408240209.

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45

Goel, A., K. Strabala, M. Negahban, and R. Feng. "Experimentally Evaluating Equilibrium Stress in Uniaxial Tests." Experimental Mechanics 50, no. 6 (June 27, 2009): 709–16. http://dx.doi.org/10.1007/s11340-009-9268-z.

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46

Mantz, U., B. Steck, K. Thonke, R. Sauer, F. Schäffler, and H. J. Herzog. "layers under external uniaxial stress: photoluminescence studies." Applied Surface Science 102 (August 1996): 314–18. http://dx.doi.org/10.1016/0169-4332(96)00071-2.

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47

JÃ¶chen, K., and T. BÃ¶hlke. "Elastic properties of microcomponents under uniaxial stress." PAMM 7, no. 1 (December 2007): 4080011–12. http://dx.doi.org/10.1002/pamm.200700399.

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48

Muraishi, Tomomitsu, Keisuke Yokoh, Hirofumi Kakemoto, Takaaki Tsurumi, and Satoshi Wada. "Electromechanical Poling Treatment of Barium Titanate Single Crystals and their Piezoelectric Properties." Key Engineering Materials 350 (October 2007): 73–76. http://dx.doi.org/10.4028/www.scientific.net/kem.350.73.

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The phase transition behaviors of the [111]c oriented barium titanate (BaTiO3) single crystals (the subscript c means the cubic notation system) were investigated as functions of temperature, uniaxial stress and electric fields. These results suggested that above Tc, combination between uniaxial stress and electric fields might be effective for a poling treatment of BaTiO3 single crystals. Thus, a new poling method for BaTiO3 single crystals was proposed using control of temperature, uniaxial stress and electric fields in this study.

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Chen, Hai Bin, You Po Su, Jun Wei Xing, and Yu Min Zhang. "Experimental Research on Constitute Relation of Concrete under Uniaxial Tension and Compression with Different Strain Rate." Advanced Materials Research 250-253 (May 2011): 3279–83. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.3279.

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The constitutive relation of concrete under uniaxial tension and compression is an essential theoretical basis for structural analysis of concrete. Because of the lack of sufficient stiffness for ordinary test device, a stable decline branch of stress-strain curve could not be obtained. The condition of realizing the stress-strain complete curve for concrete uniaxial tension and compression is derived. The experiment device for uniaxial tension and compression was designed and fabricated with increasing stiffness method. Experiments were carried out for concrete with grade C30~C60 and strain rate 10-5/s~10-2/s. The equation for stress-strain curve in the rising branch were obtained and so were the complete stress-strain curve of uniaxial tension and compression under different strain ratio, which provide the theoretical basis for concrete structural analysis.

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Calado, Luís, and António Brito. "Stress-Strain Relationship for Steel under Uniaxial Cyclic Loadings." Advances in Structural Engineering 5, no. 3 (August 2002): 143–51. http://dx.doi.org/10.1260/136943302760228095.

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Abstract:

The mechanical properties of steel in the inelastic range can generally be described by mathematical relationships. Many such constitutive relationships have been validated by static or uniaxial cyclic loading tests. Very few models have been substantiated by test results under complex loading conditions. For that reason, the implementation of such models in general purpose structural analysis programs for steel structures under seismic actions, is in some cases complex and in others impossible. This paper is concerned with a uniaxial non-linear model for structural steel under complex loading condition and with damage accumulation. The Giuffré, Menegoto and Pinto model was taken as a basis for the development of this model. The accuracy of the proposed numerical model was drawn with uniaxial cyclic experiments. Some numerical simulations are presented in order to illustrate the capabilities of the model for use as a stress-strain relationship for steel under uniaxial complex loading conditions up to the complete failure of the material.

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