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Relevant bibliographies by topics / Stress-strain diagram

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Academic literature on the topic 'Stress-strain diagram'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Stress-strain diagram"

1

Vilotic, Dragisa, Sergei Alexandrov, Aljosa Ivanisevic, and Mladomir Milutinovic. "Reducibility of Stress-Based Workability Diagram to Strain-Based Workability Diagram." International Journal of Applied Mechanics 08, no. 02 (2016): 1650022. http://dx.doi.org/10.1142/s1758825116500228.

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The strain-based and stress-based workability diagrams are often used to predict the initiation of ductile fracture in metal forming. The strain-based workability diagram is restricted to free surface fracture and postulates that the initiation of fracture is independent of the strain path. It is shown in the present paper that under these conditions the strain-based workability diagram is identical to the stress-based workability diagram. Using an available stress-based workability diagram the strain-based workability diagram is found in a much larger domain in the space of two in-surface pri

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Milošević, Nenad Zoran, Aleksandar Stojan Sedmak, Gordana Miodrag Bakić, et al. "Determination of the Actual Stress–Strain Diagram for Undermatching Welded Joint Using DIC and FEM." Materials 14, no. 16 (2021): 4691. http://dx.doi.org/10.3390/ma14164691.

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This paper presents new methodology for determining the actual stress–strain diagram based on analytical equations, in combination with numerical and experimental data. The first step was to use the 3D digital image correlation (DIC) to estimate true stress–strain diagram by replacing common analytical expression for contraction with measured values. Next step was to estimate the stress concentration by using a new methodology, based on recently introduced analytical expressions and numerical verification by the finite element method (FEM), to obtain actual stress–strain diagrams, as named in

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Balod, Anas O. "Theoretical Determination of Forming Limit Stress Diagram for Steel 1021 Sheet." Tikrit Journal of Engineering Sciences 17, no. 4 (2010): 56–66. http://dx.doi.org/10.25130/tjes.17.4.06.

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Forming limit stress diagram represent the maximum acceptable limits of principal stresses in sheet metal forming. This diagram show the limits of major and minor true stresses for different strain paths (uniaxial tension, plane strain and equibiaxial stretching path) in sheet metal forming. It is confirmed that the Forming limit stress diagram and the Forming Limit Strain Diagram are two mathematically equivalent representations of forming limits in stress space and strain space respectively. The Forming limit stress diagram of the sheet metal is gained by the transformation relations between

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Likhachev, Aleksey V., and Marina V. Tabanyukhova. "A new method for searching rectilinear section in an experimental stress–strain diagram." Vestnik Tomskogo gosudarstvennogo universiteta. Matematika i mekhanika, no. 91 (2024): 85–98. http://dx.doi.org/10.17223/19988621/91/8.

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Polyethylene terephthalate glycol (PETG) is characterized by a double refraction effect which is used when modeling the stress states of building structures. This paper aims to study the mechanical properties of PETG due to the need for practical approval of the modeling results. Experiments show that, for most plastics, the initial region of the stress–strain diagram significantly deviates from a straight line. However, an extended interval can be distinguished in this region, where the diagram is well approximated by a linear function. If the deviations of the diagram from the straight line

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Fatmaoui, H., R. Mesrar, and J. Chaoufi. "Intrinsic diagram of sheet metal forming limits for arbitrary strain paths." Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications 222, no. 4 (2008): 223–29. http://dx.doi.org/10.1243/14644207jmda188.

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Localized necking in sheets under biaxial tension is analysed by an Marciniak—Kuczynski localization approach (MK-analysis) along with a new plane-stress criterion. Analysis is developed for a rigid viscoplastic behaviour based on flow-theory of plasticity. The model is introduced in numerical calculations to determine forming limits to ductility under linear and non-linear strain paths. However, the results are presented in a new diagram that represent the effective strain as a function of the current strain-rate ratio. A comparison with classical forming limit diagrams shows the intrinsic ch

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LAZOUSKI, D., D. GLUKHOV, A. KHATKEVICH, and A. KALTUNOU. "APPROXIMATIONS OF CONCRETE DEFORMATION DIAGRAMS IN THE NONLINEAR CALCULATION OF NON-CENTRALLY COMPRESSED TUBULAR CONCRETE ELEMENTS." Herald of Polotsk State University. Series F. Civil engineering. Applied sciences, no. 1 (April 15, 2025): 2–12. https://doi.org/10.52928/2070-1683-2025-40-1-2-12.

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The possibility of using some approximations of concrete deformation diagrams to calculate non-centrally compressed tubular concrete elements is considered. The results of nonlinear calculation of stress-strain state parameters are compared with experimental data from the formed sample of studies. Approximation of the concrete deformation diagram with a horizontal section following the peak point makes it possible to obtain stress-strain state parameters that are more consistent with experimental data.

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Morokuma, Yuki, Shinichi Nishida, Yuichiro Kamakoshi, Koshi Kanbe, Tatsuya Kobayashi, and Ikuo Shohji. "Plastic Deformation Simulation of Sintered Ferrous Material in Cold-Forging Process." Materials Science Forum 941 (December 2018): 552–57. http://dx.doi.org/10.4028/www.scientific.net/msf.941.552.

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A cold forging process of Mo-alloyed sintered steel was simulated by finite element method (FEM) analysis considering density change in the process. Moreover, the effect of sintering time on the behavior of the densification and the plastic deformation of it in the cold-forging process was also investigated. Using the true stress-true strain diagram obtained by the compression test with a sintered specimen, the modified true stress-true strain diagram was derived for large plastic deformation analysis with the porous material model. The result of FEM analysis for the cold compression process o

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Nesvetaev, G. V., Y. I. Koryanova, Elena Ivanchuk, and A. Gortsevskoy. "The Influence of the E-Modulus of Coarse Aggregate on the Stress-Strain Diagram of the Concrete with Frame Structure." Materials Science Forum 974 (December 2019): 299–304. http://dx.doi.org/10.4028/www.scientific.net/msf.974.299.

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The stress-strain diagrams of concrete with frame structure made with content of coarse aggregate from 0.56 till 0.64 m3/m3, with crushed granite (E-modulus = 71 GPa) and crushed silica sandstone (E-modulus = 42 GPa) are shown. It is shown that the stress-strain diagram of the concrete with frame structure made with coarse aggregate with E-modulus 42 GPa is almost linear over the entire loading range. Stress-strain diagram of concrete made with coarse aggregate with E-modulus 71 GPa has three zones. It is concluded that the concentration of intrastructural stresses under loading in the concret

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Matyunin, V. M., A. Yu Marchenkov, P. V. Volkov, et al. "Conversion of the kinetic indentation diagrams of ball indenter into stress-strain curves for metallic structural materials." Industrial laboratory. Diagnostics of materials 88, no. 2 (2022): 54–63. http://dx.doi.org/10.26896/1028-6861-2022-88-2-54-63.

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A brief review of known approaches to converting diagrams obtained by indentation into tension diagrams is presented. It is noted that most studies on the transformation of kinetic diagrams of indentation of a spherical indenter into tension diagrams are carried out within the limits of uniform deformation using both computational and experimental approaches including the finite element method (FEM) and neural networks. However, we consider that such a transformation from one diagram to another can be fulfilled successfully when using the proper relationship between indentation and tension def

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Huang, Baofeng, Yixian Xu, and Guojun Zhang. "Experimental Investigation on Uniaxial Compressive Strength of Thin Building Sandstone." Buildings 12, no. 11 (2022): 1945. http://dx.doi.org/10.3390/buildings12111945.

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Thin sandstone is a widely used building material; however, its compressive behavior is not well understood. Four groups of cylinders were manufactured in a factory to investigate the uniaxial compressive behavior of red sandstone. Uniaxial compression tests were performed to determine the compressive behavior and failure mode of the specimens. The geometry of the stress–strain diagram varied among the four groups. The critical strain generally increased with a decrease in the height of the cylinder, whereas the compressive strength exhibited an inverse trend. The experimental diagrams were no

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Dissertations / Theses on the topic "Stress-strain diagram"

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Sutherland, Brandy. "Experimental and analytical analysis of the stress-strain diagram of FRP-confined concrete with different loading rates." Thesis, Manhattan, Kan. : Kansas State University, 2007. http://hdl.handle.net/2097/420.

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Dubravec, Kristián. "Elastoplastická analýza napětí a deformace a stanovení lomových parametrů při tahovém namáhání těles s koncentrátory napětí." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2021. http://www.nusl.cz/ntk/nusl-443729.

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The aim of this thesis is the construction of a diagram of fracture strain for high strength steel OCHN3MFA and its application for the estimation of fracture toughness of this material. The first part of the thesis contains the necessary theoretical framework for numerical modelling of tensile tests of various specimens - smooth specimen, specimen with a notch and specimen with a circumferential crack, it describes the influence of triaxiality on the fracture of bodies and the possibilities of construction of the diagram of fracture strain. Subsequently, a numerical model of these specimens i

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Kuchař, Martin. "Stanovení modulu pružnosti zdiva ve směru ložné spáry." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227159.

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The determination of strain properties of masonry in the direction parallel to bed joints is a fundamental pre-requisite for designing structures, where masonry is subjected to horizontal stresses (e. g. strengthening with prestressing). The diploma thesis summarized techniques of determination of masonry modulus of elasticity presented in available literature. The goal is to suggest suitable methodology of determination of masonry modulus in direction parallel to the bed joints. In the practical part of the diploma thesis is that methodology verified by experimental test and results of tests

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Schaser, Matt Saxon. "Material Specific Load Combination Factors for Option 2 FAD Curves." Cleveland State University / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=csu1386078154.

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Laboisse, Jean-Jacques. "Influence de la temperature et de la vitesse de deformation sur le comportement des materiaux metalliques en dehors du domaine d'elasticite." Paris, ENSAM, 1988. http://www.theses.fr/1988ENAM0003.

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Le but de cette etude est la prevision des courbes contrainte deformation a une temperature donnee connaissant les courbes contrainte-deformation a temperature ambiante. Developpement d'une theorie d'heteroplasticite conduisant dans le cas d'ecrouissage a une relation integrale dans laquelle apparaissent les parametres "memoire" et "taux de plastification". Evolution de ces grandeurs avec la temperature et la vitesse de deformation. Comparaison avec des resultats experimentaux

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Král, Petr. "Verifikace nelineárních materiálových modelů betonu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227601.

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Diploma thesis is focused on the description of the parameters of nonlinear material models of concrete, which are implemented in a computational system LS-DYNA, interacting with performance of nonlinear test calculations in system LS-DYNA on selected problems, which are formed mainly by simulations of tests of mechanical and physical properties of concrete in uniaxial compressive and tensile on cylinders with applying different boundary conditions and by simulation of bending slab, with subsequent comparison of some results of test calculations with results of the experiment. The thesis inclu

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Ulbinas, Darius. "Cracking and stiffness analysis of steel fiber reinforced concrete members." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2013. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2013~D_20130211_185704-20674.

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In last decades, fibre reinforcement is widely used in many countries as ad-ditive for concrete and cement mortar mixture for production of structures. Fibre reinforcement applications in Lithuania are often restricted to production of concrete floor for different purposes. Whereas, in other countries (USA, Japan, Germany and other) application area of fibre reinforcement is much wider, for example: bridge deck, thin-walled structures for special constructions (tunnels, reservoirs, etc), covering of roadway, airport landing strip, pipelines, pile foundation. Application of fibre reinforcement

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Mesquita, Afonso Carlos Bonina de. "Comportamento Tridimensional de Juntas Viga I - Pilar SHS com Parafusos Hollo-bolt Sujeitas a Acções Monotónicas." Doctoral thesis, 2019. http://hdl.handle.net/10316/87438.

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Tese de Doutoramento em Construção Metálica e Mista, apresentada ao Departamento de Engenharia Civil da Faculdade de Ciências e Tecnologia da Universidade de Coimbra<br>No contexto das estruturas porticadas de edifícios ou similares vêm sendo investigados elementos com secção tubular bem como dispositivos mecânicos de ligação entre vigas e pilares adaptados a tal tipo de secção no sentido da validação de regras para controlo do respectivo comportamento estrutural, atendendo à problemática subjacente à necessidade de implementação de regulamentação apropriada por instituições e organismos ofici

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Books on the topic "Stress-strain diagram"

1

M, Manderscheid J., and Lewis Research Center, eds. Simplified cyclic structural analyses of SSME turbine blades. National Aeronautics and Space Administration, Lewis Research Center, 1986.

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Atlas of Stress-Strain Curves (#06825G). 2nd ed. ASM International, 2002.

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Book chapters on the topic "Stress-strain diagram"

1

Gooch, Jan W. "Stress–Strain Diagram." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11286.

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Razdolsky, Leo. "Probabilistic Modeling of Creep and Stress–Strain Diagram." In Probability Based High Temperature Engineering. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-41909-1_7.

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Lavrik, Volodymir, and Vitaliy Mezhuyev. "Computation of Stress–Strain States in Elastomers Utilizing the Moment Diagram Approach in Finite Element Analysis." In Communication and Intelligent Systems. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-2053-8_24.

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Hosseinzadeh, Hamed. "Fatigue Life Prediction in Powder Bed Fusion Method Using Modified Goodman Diagram with Residual Stress and Anomalies Weighting: Incorporating Strain Hardening, Cyclic Hardening, and Bauschinger Effect." In The Minerals, Metals & Materials Series. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-80748-0_13.

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Mahalle, Gauri, Prathamesh Takalkar, Nitin Kotkunde, Amit Kumar Gupta, and Swadesh Kumar Singh. "Strain and Stress-Based Forming Limit Diagrams for Inconel 718 Alloy." In The Minerals, Metals & Materials Series. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-06212-4_50.

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Dzioba, Ihor, Olha Zvirko, and Sebastian Lipiec. "Assessment of Operational Degradation of Pipeline Steel Based on True Stress–Strain Diagrams." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58073-5_14.

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"Stress–strain diagram." In Encyclopedic Dictionary of Polymers. Springer New York, 2007. http://dx.doi.org/10.1007/978-0-387-30160-0_11084.

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Bouchez, Jean-Luc, and Adolphe Nicolas. "Deformation/strain and stress." In Principles of Rock Deformation and Tectonics. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780192843876.003.0001.

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The necessary vocabulary, fundamentals and definitions for ‘deformation’, ‘strain’ and ‘stress’ are provided. Types of deformation, incremental or progressive, pure shear and simple shear, deformation regimes, flow lines and vorticity number, shortening, extension and strain measurements are explained. The concept of stress acting on a surface, through its normal and shear components is presented, along with their graphical representation using the Mohr diagram. In the elastic domain that characterizes very small strains, the relationship between stress and strain is discussed through the elas

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Du, Wenwen, Xiaofei Xu, and Haroon Rashid. "The Analysis of Key Components Structure of Vehicle Thermal Balance Lifting Platform." In Proceedings of the 2022 International Conference on Smart Manufacturing and Material Processing (SMMP2022). IOS Press, 2022. http://dx.doi.org/10.3233/atde220834.

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In this paper, the UG software is used to draw the three dimensional diagram of the key parts of the thermal balance lifting platform of the whole vehicle, and the ANSYS software is also used to simulate the Von-Mises stress on the connecting plate. The structure of the column is optimized, and the stress-strain diagram and the relationship diagram between the time and the strain are obtained. The results show that the structure design is reasonable to meet the needs of production.

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Ghalandarzadeh A. and Bahadori H. "Effect of stress anisotropy on the cyclic behavior of saturated sand in undrained condition." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2005. https://doi.org/10.3233/978-1-61499-656-9-375.

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A number of undrained cyclic tests were conducted using triaxial apparatus. Firoozkooh sand was used in this investigation. Cyclic triaxial tests were done using a computerized bishop-Wesley stress path machine. In these tests, initial anisotropic consolidation was applied to the soil samples and cyclic deviator stress was applied in both compression and extension manners. The tendency to dilation in smaller horizontal to vertical initial effective stress ratio (k') under compression mode and contraction in larger k' in extension mode was observed clearly in terms of different number of cycles

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Conference papers on the topic "Stress-strain diagram"

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Nishimoto, Keisuke, Kohei Kaigaishi, and Eisuke Kurosawa. "Heat Treatment Simulation and Quenching Test Considering the Influence of Heterogeneous Composition." In QDE 2025. ASM International, 2025. https://doi.org/10.31399/asm.cp.qde2025p0011.

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Abstract In this study, we developed the heat treatment simulation that can consider the difference in phase transformation behavior and strength characteristics in response to heterogeneous composition by calculating the TTT diagram and stress-strain curve corresponding to the composition at each position of the simulation model.

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Akram, Waseem, and Majid Ali. "Considering Fiber Reinforced Concrete below Neutral Axis of Beam for Shallow Sections - A Review." In Technology Enabled Civil Infrastructure Engineering & Management Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-dsuqu9.

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The utilization of Fiber Reinforced Concrete (FRC) as a structural material is steadily on the rise. Conventional concrete is characterized by its brittleness, displaying a flexural strength that falls within the range of 10-15% of its compressive strength. Incorporation of fibers into concrete enhances various mechanical properties, including tensile strength, flexural strength, and ductility. An advantageous feature of FRC is its capacity to consider cracked concrete below the neutral axis in the cross-section of a beam to some extent. Important factors influencing the flexural strengths of

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Hoffmeister, Hans, Frank Stauder, and Juliane Neuss. "Effect of Strain Rates and Cathodic Current Densities on Ductility of a Welded and Unwelded Supermartensitic Stainless Steel at Galvanostatic SSRT in Aerated and Deaerated Natural Formation Water." In CORROSION 2005. NACE International, 2005. https://doi.org/10.5006/c2005-05477.

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Abstract For performance assessment of oil and gas field pipe materials their susceptibility to hydrogen assisted stress cracking is to be evaluated. In the present paper Slow Strain Rate Tests (SSRT) are applied to a Supermartensitic Stainless Steel (SMSS) in the unwelded and welded condition. The welds were carried out by EB welding with slightly overmatching filler wire. For consistent comparison of the cracking susceptibility at both conditions the partially masked tensile test pieces were subjected to galvanostatic conditions at various nominal cathodic current densities in natural format

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Mailyan, Dmitry, Grigory Nesvetaev, Evgeniy Lesniak, and Arkady Gortsevskoy. "Stability of parameters of the "stress-strain" diagram of concrete with frame structure." In ADVANCES IN SUSTAINABLE CONSTRUCTION MATERIALS. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0129667.

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Severov, P. B. "Increase in the tangent modulus of the stress-strain diagram for a CFRP laminate." In MECHANICS, RESOURCE AND DIAGNOSTICS OF MATERIALS AND STRUCTURES (MRDMS-2019): Proceedings of the 13th International Conference on Mechanics, Resource and Diagnostics of Materials and Structures. AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5135138.

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Fomin, Stanislav, Serhii Butenko, Irina Plakhotnikova, and Serhii Koliesnikov. "Mathematical theory of stress-strain diagram for concrete under fire conditions and high temperatures." In RELIABILITY AND DURABILITY OF RAILWAY TRANSPORT ENGINEERING STRUCTURE AND BUILDINGS. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0121302.

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Yilmaz, Emre, and Samet Yavuz. "A Simple Way for Estimating Mechanical Properties from Stress-Strain Diagram using MATLAB and Mathematica." In 2019 3rd International Symposium on Multidisciplinary Studies and Innovative Technologies (ISMSIT). IEEE, 2019. http://dx.doi.org/10.1109/ismsit.2019.8932881.

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Ligot, Jérôme, Sébastien Hoffait, Jean de Cazenove, Frédéric Vallino, and Jean-Claude Golinval. "Stress Calibration Methodology of Stator Blades Using Experimental SAFE Diagram." In ASME Turbo Expo 2018: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/gt2018-76709.

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This paper introduces an improvement of the stress calibration methodology of stator blades to consider a nodal diameter of interest of the structure. The proposed calibration procedure and the search for optimal excitation set-up are detailed. To this purpose, the following points are addressed. Experimental modal analyses are performed using both accelerometers and strain gages. Post-processing techniques are developed to determine the nodal diameters of the identified modes. SAFE (Singh’s Advanced Frequency Evaluation) diagrams are computed from the experimental data and compared with the d

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Manaenkov, Ivan. "The influence of concrete stress-strain diagram shape on the calculation results of reinforced concrete beams." In ADVANCES IN SUSTAINABLE CONSTRUCTION MATERIALS. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0103394.

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McLaughlin, Kyle R., Tugce Kasikci, Igor Tsukrov, and Brad L. Kinsey. "Investigation of Critical Stress Concentration Factor in Analytical Stress Based Forming Limit Criterion." In ASME 2009 International Manufacturing Science and Engineering Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/msec2009-84138.

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Tearing concerns in sheet metal forming have traditionally been predicted by comparing the strain state imposed on a material to its associated strain based Forming Limit Diagram. A shortcoming of this strain based failure criterion is that the Forming Limit Curves exhibit strain path dependence. Alternatively, a stress based failure criterion was introduced and shown analytically and numerically to exhibit less strain path dependence. In our past research, an analytical model was created to predict the stress based Forming Limit Curve. Inputs into the model include a material constitutive rel

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