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Journal articles on the topic 'Stress-strain-relationship'

Author: Grafiati

Published: 4 June 2021

Last updated: 11 September 2023

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1

HONDA, Michinori, Atsushi IIZUKA, Katsuyuki KAWAI, and Daizo KARUBE. "Stress-Strain Relationship for Unsaturated Soil." Doboku Gakkai Ronbunshu, no. 659 (2000): 153–64. http://dx.doi.org/10.2208/jscej.2000.659_153.

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2

YUU, Shinichi, Sazo NAKAMPURA, and Takeharu FURUSAWA. "The stress-strain relationship in powder." Journal of the Society of Powder Technology, Japan 23, no. 12 (1986): 882–88. http://dx.doi.org/10.4164/sptj.23.882.

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3

Nubar, Yves. "STRESS-STRAIN RELATIONSHIP IN SKELETAL MUSCLE." Annals of the New York Academy of Sciences 93, no. 21 (December 15, 2006): 859–76. http://dx.doi.org/10.1111/j.1749-6632.1962.tb30512.x.

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4

Schneeberger, H. "The stress-strain relationship of concrete." Materials and Structures 27, no. 2 (March 1994): 91–98. http://dx.doi.org/10.1007/bf02472826.

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5

Weizsäcker, Hans W., Thomas D. Kampp, and Ramesh N. Vaishnav. "Stress — Strain relationship of venous tissue." Journal of Biomechanics 20, no. 9 (January 1987): 917. http://dx.doi.org/10.1016/0021-9290(87)90238-7.

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6

Kapustin, V. I., and V. M. Stepanov. "Stress-strain relationship for periodic loading." Journal of Applied Mechanics and Technical Physics 47, no. 3 (May 2006): 384–89. http://dx.doi.org/10.1007/s10808-006-0066-4.

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7

Dobrzanski jr, B., and R. Rybczynski. "STRESS-STRAIN RELATIONSHIP FOR FRUIT FIRMNESS ESTIMATION." Acta Horticulturae, no. 485 (March 1999): 117–24. http://dx.doi.org/10.17660/actahortic.1999.485.15.

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8

Han, Bo, Hong Jian Liao, Wuchuan Pu, and Zheng Hua Xiao. "Study on Stress-Strain Relationship of Loess." Key Engineering Materials 274-276 (October 2004): 241–46. http://dx.doi.org/10.4028/www.scientific.net/kem.274-276.241.

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9

Poh, K. W. "Stress-Strain-Temperature Relationship for Structural Steel." Journal of Materials in Civil Engineering 13, no. 5 (October 2001): 371–79. http://dx.doi.org/10.1061/(asce)0899-1561(2001)13:5(371).

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10

Mei, Guo-xiong, Qi-ming Chen, and Peng-ming Jiang. "Stress-strain relationship of unsaturated cohesive soil." Journal of Central South University of Technology 17, no. 3 (June 2010): 653–57. http://dx.doi.org/10.1007/s11771-010-0536-y.

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11

Zhang, Wei, and Ghassan S. Kassab. "A bilinear stress–strain relationship for arteries." Biomaterials 28, no. 6 (February 2007): 1307–15. http://dx.doi.org/10.1016/j.biomaterials.2006.10.022.

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12

Edwards, S. F., and Th Vilgis. "The stress—strain relationship in polymer glasses." Polymer 28, no. 3 (March 1987): 375–78. http://dx.doi.org/10.1016/0032-3861(87)90188-1.

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13

Zhang, Y., D. W. Hazelton, R. Kelley, M. Kasahara, R. Nakasaki, H. Sakamoto, and A. Polyanskii. "Stress–Strain Relationship, Critical Strain (Stress) and Irreversible Strain (Stress) of IBAD-MOCVD-Based 2G HTS Wires Under Uniaxial Tension." IEEE Transactions on Applied Superconductivity 26, no. 4 (June 2016): 1–6. http://dx.doi.org/10.1109/tasc.2016.2515988.

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14

Zhou, Yi Chun, Y. P. Jiang, and Y. Pan. "Residual Stress and Stress-Strain Relationship of Electrodeposited Nickel Coatings." Advanced Materials Research 9 (September 2005): 21–30. http://dx.doi.org/10.4028/www.scientific.net/amr.9.21.

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The uniform nickel coatings on substrate of low carbon steel were prepared by an electrodeposition method. The residual stress in the electrodeposited nickel coating was measured by X-ray diffraction (XRD). It was tensile when the coating was not treated. Laser beam thermal shock was used to modify the mechanical properties of the nickel coating. Laser beam thermal shock could redistribute the residual stress in the nickel coating. The residual stress could be converted from tensile to compressive. A tensile method to determine the stress-strain curve of the coating is proposed where the stress-strain relationship of the substrate without coating was determined for the specimen loaded by an applied tensile force.

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15

LIAO, HONGJIAN, ZHIGANG ZHANG, CHUNMING NING, JIAN LIU, and LI SONG. "ANALYSIS OF DYNAMIC STRESS-STRAIN RELATIONSHIP OF LOESS." International Journal of Modern Physics B 22, no. 31n32 (December 30, 2008): 5559–65. http://dx.doi.org/10.1142/s0217979208050814.

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This paper aims to study dynamic properties of loess. This study is helpful to the subject on how to avoid or decrease the seismic disasters on loess ground. Dynamic triaxial tests are carried out with saturated remoulded soil samples taken form loess sites in Xi'an, China. Dynamic stress and strain relationship as well as the rule of the accumulated residual strain are obtained from the test results. Linear relationship between accumulated residual strain and vibration circle under constant amplitude circular loading is presented. A hypothesis about the accumulated residual strain is proposed. 1D dynamic constitutive relationship model which can well describe the real relationship between dynamic stress and strain under irregular dynamic loading is established. Numerical program with this model is developed and an example is tested. Numerical results of hysteresis loop, accumulated residual strain, amplitude of dynamic stress and damping ratio show good agreement with test results. It is indicated that the hypothesis of accumulated residual strain and the 1D dynamic constitutive relationship model can accurately simulate the dynamic triaxial tests of saturated remoulded loess.

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16

He, Jingjing, Junping Shi, Yong Zhang, Haiting Wang, Haodan Lu, Lihao Fan, and Yongtao Min. "Study on Tensile Stress-Strain Relationship of BFRC." IOP Conference Series: Earth and Environmental Science 643 (January 26, 2021): 012040. http://dx.doi.org/10.1088/1755-1315/643/1/012040.

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17

A. Mohammed, Azad, and Dunyazad K. Assi. "Tensile Stress-Strain Relationship For Ferro cement Structures." AL-Rafdain Engineering Journal (AREJ) 20, no. 2 (April 28, 2012): 27–40. http://dx.doi.org/10.33899/rengj.2012.47274.

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18

Gächter, Martin, Davd A. Savage, and Benno Torgler. "The relationship between stress, strain and social capital." Policing: An International Journal of Police Strategies & Management 34, no. 3 (August 23, 2011): 515–40. http://dx.doi.org/10.1108/13639511111157546.

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19

Chistolini, P., G. De Angelis, M. De Luca, and I. Ruspantini. "Stress-strain relationship of in vitro cultured epidermis." Journal of Biomechanics 31 (July 1998): 34. http://dx.doi.org/10.1016/s0021-9290(98)80071-7.

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20

Choi, Hwa Soon, and R. P. Vito. "Two-Dimensional Stress-Strain Relationship for Canine Pericardium." Journal of Biomechanical Engineering 112, no. 2 (May 1, 1990): 153–59. http://dx.doi.org/10.1115/1.2891166.

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Two-dimensional pseudoelastic mechanical properties of the canine pericardium were investigated in vitro. The pericardium was assumed to be orthotropic. The material symmetry axis was determined a priori and aligned with the stretching axis. Various biaxial stretching tests were then performed and a set of data covering a wide range of strains was constructed. This complete data set was fitted to a new exponential type constitutive model, and a set of true material constants was determined for each specimen. Using the constitutive model and the true material constants, the results from constant lateral force tests and constant lateral displacement tests were predicted and compared with experiment.

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21

Sadegh, A. M., S. C. Cowin, and G. M. Luo. "Inversions related to the stress-strain-fabric relationship." Mechanics of Materials 11, no. 4 (July 1991): 323–36. http://dx.doi.org/10.1016/0167-6636(91)90030-4.

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22

NAGANUMA, Kazuhiro. "STRESS-STRAIN RELATIONSHIP FOR CONCRETE UNDER TRIAXIAL COMPRESSION." Journal of Structural and Construction Engineering (Transactions of AIJ) 60, no. 474 (1995): 163–70. http://dx.doi.org/10.3130/aijs.60.163_2.

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23

Starodubsky, S., I. Blechman, and M. Livneh. "Stress-strain relationship for asphalt concrete in compression." Materials and Structures 27, no. 8 (October 1994): 474–82. http://dx.doi.org/10.1007/bf02473452.

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24

Liu, Jude. "Investigation of the stress-strain relationship of sand." Journal of Terramechanics 32, no. 5 (September 1995): 221–30. http://dx.doi.org/10.1016/0022-4898(95)00018-6.

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25

Yi, Fu, and Hong Yu Wang. "Normalized Stress-Strain Behavior of Yingkou Clay." Advanced Materials Research 838-841 (November 2013): 47–52. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.47.

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In order to systemic study the normalized stress-strain relationship behavior of Yingkou clay. By the consolidated undrained triaxial sherar test of Yingkou clay, obtaining that stress-strain relationship is strain hardening under different confining pressures.A kind of cementation structure in the soil directly affects soft soil strength.And the paper contrast four kinds of normalized factors to study stress-strain characteristics,which are confining pressurethe average consolidation pressureand the ultimate value of principal stress.The results indicate that the normalized degree is more accurate when used value of principal stress and as normalized factor. Meanwhile the normalized stress-strain relationship of Yingkou clay under consolidated undrained condition is established,which can well predict the stress-strain relationship under different confining pressure.

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26

Zhao, Yu, and Hui-Hai Liu. "An Elastic Stress–Strain Relationship for Porous Rock Under Anisotropic Stress Conditions." Rock Mechanics and Rock Engineering 45, no. 3 (October 29, 2011): 389–99. http://dx.doi.org/10.1007/s00603-011-0193-y.

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27

Kdolsky, R., R. Reihsner, R. Schabus, and R. J. Beer. "Measurement of stress-strain relationship and stress relaxation in various synthetic ligaments." Knee Surgery, Sports Traumatology, Arthroscopy 2, no. 1 (March 1994): 47–49. http://dx.doi.org/10.1007/bf01552654.

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28

Luo, J., Ron Stevens, and N. Han. "The Stress-Strain Relationship in Al356/SiC Particulate Composites." Key Engineering Materials 127-131 (November 1996): 1159–66. http://dx.doi.org/10.4028/www.scientific.net/kem.127-131.1159.

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29

S. Al-Numan, Bayan. "Stress Strain Relationship of Polymer Modified No-Fine Concrete." Iraqi Journal of Civil Engineering 3, no. 6 (January 1, 2005): 54–79. http://dx.doi.org/10.37650/ijce.2005.65621.

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30

Zheng, Dan, and Xin Xin Li. "Microcrack Evolution and Stress-Strain Relationship of Saturated Concrete." Advanced Materials Research 243-249 (May 2011): 4462–65. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.4462.

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The strength and stress-strain relationship of saturate concrete is investigated in this paper. The influence of moisture to concrete strength is assumed to be related to cement surface energy reduction by water. The initial elastic modulus of concrete is obtained by considering the deformation of both pore and microcracks in concrete. The stress-strain relationship is achieved with damage mechanics by comparing the damage evolution rules between dry and saturated concrete under external loading. The comparison between experiments and the results by the model proposed in this paper indicates a favorable agreement.

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31

Yang, Keun-Hyeok, Jin-Kyu Song, and Kyong-Hun Lee. "A Stress-Strain Relationship of Alkali-Activated Slag Concrete." Journal of the Korea Concrete Institute 23, no. 6 (December 31, 2011): 765–72. http://dx.doi.org/10.4334/jkci.2011.23.6.765.

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32

Polwaththe-Gallage, Hasitha-Nayanajith, Chin Hong Ooi, Jing Jin, Emilie Sauret, Nam-Trung Nguyen, Zirui Li, and YuanTong Gu. "The stress-strain relationship of liquid marbles under compression." Applied Physics Letters 114, no. 4 (January 28, 2019): 043701. http://dx.doi.org/10.1063/1.5079438.

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33

FUKUTAKE, Kiyoshi, and Hajime MATSUOKA. "Stress-strain relationship under multi-directional cyclic simple shearing." Doboku Gakkai Ronbunshu, no. 463 (1993): 75–84. http://dx.doi.org/10.2208/jscej.1993.463_75.

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34

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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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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35

Rosidawani, Iswandi Imran, Ivindra Pane, and Saptahari Sugiri. "Stress-Strain Relationship of Synthetic Fiber Reinforced Concrete Columns." MATEC Web of Conferences 103 (2017): 02004. http://dx.doi.org/10.1051/matecconf/201710302004.

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36

Wee, T. H., M. S. Chin, and M. A. Mansur. "Stress-Strain Relationship of High-Strength Concrete in Compression." Journal of Materials in Civil Engineering 8, no. 2 (May 1996): 70–76. http://dx.doi.org/10.1061/(asce)0899-1561(1996)8:2(70).

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37

Cui, Chengchen, Qiang Huang, Dongbin Li, Chunri Quan, and Hongchao Li. "Stress–strain relationship in axial compression for EPS concrete." Construction and Building Materials 105 (February 2016): 377–83. http://dx.doi.org/10.1016/j.conbuildmat.2015.12.159.

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38

Youssef, M. A., and M. Moftah. "General stress–strain relationship for concrete at elevated temperatures." Engineering Structures 29, no. 10 (October 2007): 2618–34. http://dx.doi.org/10.1016/j.engstruct.2007.01.002.

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39

Kohees, Mithaq, Jay Sanjayan, and Pathmanathan Rajeev. "Stress-strain relationship of cement mortar under triaxial compression." Construction and Building Materials 220 (September 2019): 456–63. http://dx.doi.org/10.1016/j.conbuildmat.2019.05.146.

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40

Schneeberger, H. "A contribution to the stress-strain relationship of concrete." Materials and Structures 25, no. 3 (April 1992): 145–48. http://dx.doi.org/10.1007/bf02472427.

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41

Zou, Chaoying, Juan Zhao, and Feng Liang. "Stress-strain relationship of concrete in freeze-thaw environment." Frontiers of Architecture and Civil Engineering in China 2, no. 2 (May 28, 2008): 184–88. http://dx.doi.org/10.1007/s11709-008-0029-3.

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42

Cao, Yugui, Guoxu Zhao, Yang Zhang, Can Hou, and Ling Mao. "Unified Stress–Strain Model of FRP-Confined Square and Circle Rubber Concrete Columns." Materials 15, no. 5 (February 28, 2022): 1832. http://dx.doi.org/10.3390/ma15051832.

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Studying the stress–strain relationship of fiber-reinforced polymer (FRP)-confined rubber concrete (RuC) plays an important role in its application in engineering projects. Most of the existing stress–strain relationship models are established based on the test data of FRP-confined rubber concrete with circular cross-sections, and the effect of the section shape is not considered. Therefore, an analysis-oriented stress–strain model of FRP-confined circular and square rubber concrete columns was studied in this paper for the first time. A database that includes the rubber particle content and section shape on the peak stress-peak strain and axial–lateral strain relationship of FRP-confined rubber concrete was established by collecting 235 test data from the literature. By modifying the key parameters in the existing FRP-confined normal concrete stress–strain relationship model, a unified stress–strain relationship model of FRP-confined RuC with circular and square columns is established. The proposed model is verified, and a good accuracy of the model is proven.

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43

Wang, Lei, Hai Yuan Wang, and Liang Yan Jiang. "Study of Post-Peak Stress-Strain Relationship of Rock Mass with Joint." Applied Mechanics and Materials 638-640 (September 2014): 561–64. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.561.

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The post-peak stress strain relationship expression of intact rock cannot well reflect post peak properties of rock masses with joint, in order to obtain post peak stress-strain relationship suitable for rock masses with joint, based on the test data, based on the Kulun strength criterion, analysis evolution of post peak strength parameters of rock masses with joint. According to rock masses with joint under different confining pressure and fracture dip at different post peak behavior, the post peak stress-strain relationship is simplified as new kind type, regarding maximum principal strain as strain softening parameter, on the assumption cohesion and internal friction angle are the piecewise linear functions of maximum principal strain, the method of solving express of new post-peak stress-strain relationship of rock masses with joint is obtained.

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44

Wei, Yang, Mengqian Zhou, Kunpeng Zhao, Kang Zhao, and Guofen Li. "Stress–strain relationship model of glulam bamboo under axial loading." Advanced Composites Letters 29 (January 1, 2020): 2633366X2095872. http://dx.doi.org/10.1177/2633366x20958726.

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Glulam bamboo has been preliminarily explored for use as a structural building material, and its stress–strain model under axial loading has a fundamental role in the analysis of bamboo components. To study the tension and compression behaviour of glulam bamboo, the bamboo scrimber and laminated bamboo as two kinds of typical glulam bamboo materials were tested under axial loading. Their mechanical behaviour and failure modes were investigated. The results showed that the bamboo scrimber and laminated bamboo have similar failure modes. For tensile failure, bamboo fibres were ruptured with sawtooth failure surfaces shown as brittle failure; for compression failure, the two modes of compression are buckling and compression shear failure. The stress–strain relationship curves of the bamboo scrimber and laminated bamboo are also similar. The tensile stress–strain curves showed a linear relationship, and the compressive stress–strain curves can be divided into three stages: elastic, elastoplastic and post-yield. Based on the test results, the stress–strain model was proposed for glulam bamboo, in which a linear equation was used to describe the tensile stress–strain relationship and the Richard–Abbott model was employed to model the compressive stress–strain relationship. A comparison with the experimental results shows that the predicted results are in good agreement with the experimental curves.

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45

Han, Bo, Hong Jian Liao, Hang Zhou Li, and Zheng Hua Xiao. "Experimental Study on Shear Strength Characteristics and Stress-Strain Relationship of Loess." Key Engineering Materials 535-536 (January 2013): 574–77. http://dx.doi.org/10.4028/www.scientific.net/kem.535-536.574.

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This paper mainly concerns the non-linear strength characteristics of the loess. A series of consolidated undrained triaxial tests(CU test) and consolidated drained triaxial tests (CD test) of normal consolidation and over consolidation loess specimens are carried out by using the normal triaxial apparatus of strain control. The stress-strain relationship curves and strength characteristics of loess are investigated and analyzed. The results show that the stress-strain relationship obtained by CU tests appears strain softening, while the stress-strain relationship for CD tests appears strain hardening. Different failure modes have different stress-strain relationships. Furthermore, the results also show that the peak strength, residual strength and residual strength ratio change with the different confining pressure. Based on the triaxial shear tests of normal consolidated loess, the influences of over-consolidated loess on the stress-strain relationships and strength characteristic are discussed. Several conclusions obtained in this paper can be referenced for the loess experimental study.

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46

Li, Yan Ru. "Development of the Stress-Strain Relationship for Crack Diffused Concrete." Advanced Materials Research 163-167 (December 2010): 1753–56. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.1753.

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On the basis of diffusion mechanism of crack and stress-strain of concrete, the mathematical differential formula and the pure theoretical model of stress-strain complete process of concrete are established. It is shown that stress-strain relationship of concrete is affected by Hooke’s law and diffusion mechanism of crack, and the law of which can be expressed by an exponential formula.

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47

Yasufuku, Noriyuki, Hidekazu Murata, Masayuki Hyodo, and Adrian F. L. Hyde. "A Stress-Strain Relationship for Anisotropically Consolidated Sand Over a Wide Stress Region." Soils and Foundations 31, no. 4 (December 1991): 75–92. http://dx.doi.org/10.3208/sandf1972.31.4_75.

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48

Yang, Keun-Hyeok, Ju-Hyun Mun, and Hey-Zoo Hwang. "Stress-Strain Relationship of Ca(OH)2-Activated Hwangtoh Concrete." Scientific World Journal 2014 (2014): 1–9. http://dx.doi.org/10.1155/2014/846805.

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This study examined the stress-strain behavior of 10 calcium hydroxide (Ca(OH)2)-activated Hwangtoh concrete mixes. The volumetric ratio of the coarse aggregate (Vagg) and the water-to-binder (W/B) ratio were selected as the main test variables. TwoW/Bratios (25% and 40%) were used and the value ofVaggvaried between 0% and 40.0%, and 0% and 46.5% forW/Bratios of 25% and 40%, respectively. The test results demonstrated that the slope of the ascending branch of the stress-strain curve of Ca(OH)2-activated Hwangtoh concrete was smaller, and it displayed a steeper drop in stress in the descending branch, compared with those of ordinary Portland cement (OPC) concrete with the same compressive strength. This trend was more pronounced with the increase in theW/Bratio and decrease inVagg. Based on the experimental observations, a simple and rational stress-strain model was established mathematically. Furthermore, the modulus of elasticity and strain at peak stress of the Ca(OH)2-activated Hwangtoh concrete were formulated as a function of its compressive strength andVagg. The proposed stress-strain model predicted the actual behavior accurately, whereas the previous models formulated using OPC concrete data were limited in their applicability to Ca(OH)2-activated Hwangtoh concrete.

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49

MATSUDA, Akihiro. "Numerical modeling of lead material : Cyclic shear stress-strain relationship in large strain region." Proceedings of the JSME annual meeting 2002.2 (2002): 103–4. http://dx.doi.org/10.1299/jsmemecjo.2002.2.0_103.

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50

Kosmatskiy, Yaroslav, Nikolai Fokin, Kseniya Yakovleva, Vladislav Nikolenko, Boris Barichko, and Sergei Zakharov. "Stress-Strain Behavior – Deformation Degree Relationship Investigation of Alloy CrNi60WTi." Tecnica Italiana-Italian Journal of Engineering Science 65, no. 1 (March 31, 2021): 105–7. http://dx.doi.org/10.18280/ti-ijes.650115.

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The article presents the results of a research of the dependence of the mechanical properties of the CrNi60WTi alloy on the degree of cold deformation. As part of the study, five samples were taken from a pipe with an outer diameter of 89.0 mm and a wall thickness of 11.0 mm. The samples were cold-deformed to varying degrees and static tensile tests were performed on an SSI MTSInsight tensile testing machine. Based on the test results, the dependences of the mechanical properties on the degree of cold deformation were calculated.

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