Relevant bibliographies by topics / Reloading path

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Academic literature on the topic 'Reloading path'

Author: Grafiati
Published: 2 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Reloading path"

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Fozao, D. S., A. E. Foudjet, A. Kouam, and D. Fokwa. "Modeling the stress-strain behavior of Bamboo under cyclic uniaxial loading." Revue Scientifique et Technique Forêt et Environnement du Bassin du Congo 2 (November 16, 2015): 9–27. https://doi.org/10.5281/zenodo.33836.

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This paper presents a series of cyclic uniaxial compressive loading tests carried out on cylindrical samples of bamboo, in order to develop unloading and reloading stress-strain models. Two bamboo species from Congo Basin, the Bambusa vulgaris and Oxytenantera abyssinica were used for these experiments.   It is found from the test results that the unloading and reloading do not essentially change the shape of the envelope curves of the stress-strain relations and that to predict models for an unloading and a reloading path, the plastic strain, the unloading strain, the strain at yield, th
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Jia, Wei Ping, and José Valdemar Fernandes. "Plastic Behaviour of Copper Polycrystal Subjected to Fatigue-Tension Sequential Loading Tests." Materials Science Forum 514-516 (May 2006): 897–900. http://dx.doi.org/10.4028/www.scientific.net/msf.514-516.897.

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Sequences of fatigue-tension tests were performed on copper polycrystal sheet, with 32µm mean grain size. The effect of strain path change on subsequent reloading yield stress as well as work hardening rate has been investigated. Dislocation microstructure was observed by transmission electron microscopy after mechanical tests. Under present conditions, it was found that fatigue prestraining caused the increase of reloading yield stress, larger amplitude of strain path change resulted in higher reloading yield stress and lower work hardening rate. Reloading tensile curves are independent of pr
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Guo, Gaofeng, Zhong Li, Yong Hou, Dewu Yang, Haohao Cui, and Hui Tan. "Simulation and optimization of a replenishment device for chainless ammunition feeding system." Journal of Physics: Conference Series 2891, no. 10 (2024): 102021. https://doi.org/10.1088/1742-6596/2891/10/102021.

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Abstract In order to improve the efficiency of rapid replenishment of chainless ammunition feeding system, the dynamics simulation analysis of the movement relationship between the driving sprocket and the shell and the handover relationship between the toggle wheel and the shell in the replenishment device is carried out for the replenishment device of chainless ammunition feeding system as an object. Firstly, based on multi-body dynamics theory and contact collision theory, the dynamics model of the reloading device is established by using multi-body dynamics analysis software RecurDyn, and
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Liu, Enlong, Shanyong Wang, Cheng Zhou, and Qing Nie. "Mechanical Properties of Artificial Structured Soils Under a Conventional Drained Loading–Unloading–Reloading Stress Path." International Journal of Civil Engineering 16, no. 4 (2016): 383–93. http://dx.doi.org/10.1007/s40999-016-0133-z.

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Feng, Wang, Chi Shichun, Li Shijie, and Jia Yufeng. "Testing and Micromechanical Modelling of Rockfill Materials Considering the Effect of Stress Path." Mathematical Problems in Engineering 2016 (2016): 1–14. http://dx.doi.org/10.1155/2016/7630541.

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We have extended the micromechanics-based analytical (M-A) model to make it capable of simulating Nuozhadu rockfill material (NRFM) under different stress paths. Two types of drained triaxial tests on NRFM were conducted, namely, the stress paths of constant stress ratio (CSR) and the complex stress paths with transitional features. The model was improved by considering the interparticle parameter variation with the unloading-reloading cycles and the effect of the stress transition path. The evolution of local dilatancy at interparticle planes due to an externally applied load is also discusse
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Karstunen, Minna, and Mirva Koskinen. "Plastic anisotropy of soft reconstituted clays." Canadian Geotechnical Journal 45, no. 3 (2008): 314–28. http://dx.doi.org/10.1139/t07-073.

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The aim of the paper is to extend the experimental validation of the S-CLAY1 model, which is a recently proposed elastoplastic constitutive model that accounts for initial and plastic strain-induced anisotropy. Drained stress path controlled tests were performed on reconstituted samples of four Finnish clays to study the effects of anisotropy in the absence of the complexities of structure present in natural undisturbed clays. Each test involved several loading, unloading, and reloading stages with different values of stress ratio and, hence, induced noticeable changes in the fabric anisotropy
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Sritharan, Thirumany, T. Saraswati, and S. Mhaisalkar. "Cyclic Depth-Sensing Indentation of Gold Wire." Key Engineering Materials 378-379 (March 2008): 163–74. http://dx.doi.org/10.4028/www.scientific.net/kem.378-379.163.

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Conventional depth-sending indentation and novel cyclic indentation were performed to study the mechanical properties and strengthening mechanism of pure gold and Ca-doped gold of up to 90 ppm. The system was chosen because it is popular materials for microelectronics interconnection, yet the strengthening mechanism is not well-understood. Conventional depthsensing indentation showed an increase in hardness and modulus of gold with increasing Ca content of up to 90 ppm, which remained significantly higher after annealing. Cyclic depth sensing indentation, where the specimen is loaded to a spec
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Liu, Zhi, Li Zhang, Lanhao Zhao, Zihan Wu, and Bowen Guo. "A Damage Model of Concrete including Hysteretic Effect under Cyclic Loading." Materials 15, no. 14 (2022): 5062. http://dx.doi.org/10.3390/ma15145062.

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A novel damage model for concrete has been developed, which can reflect the complex hysteresis phenomena of concrete under cyclic loading, as well as other nonlinear behaviors such as stress softening, stiffness degradation, and irreversible deformation. The model cleverly transforms the complex multiaxial stress state into a uniaxial state by equivalent strain, with few computational parameters and simple mathematical expression. The uniaxial tensile and compressive stress–strain curves matching the actual characteristics are used to accommodate the high asymmetry of concrete in tension and c
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Mackenzie-Helnwein, Peter, Josef Eberhardsteiner, and Herbert A. Mang. "Rate-independent mechanical behavior of biaxially stressed wood: Experimental observations and constitutive modeling as an orthotropic two-surface elasto-plastic material." Holzforschung 59, no. 3 (2005): 311–21. http://dx.doi.org/10.1515/hf.2005.052.

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Abstract Recent biaxial experiments on spruce wood show that consideration of an elliptic failure surface according to Tsai and Wu and an elastic model for stress states within this envelope lead to an insufficient description of the mechanical behavior. As compression perpendicular to the grain occurs, a non-linear stress path results from a proportional biaxial strain path. Investigation of characteristic samples with respect to loading-unloading-reloading cycles for states of stress below failure reveals behavior similar to what is known as hardening type plasticity. The experimentally obse
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Jończyk-Szostek, Małgorzata, Piotr Kanty, Jarosław Rybak, Jakub Saloni, and Karolina Trybocka. "Uniaxial Testing of Soil–Cement Composites to Obtain Correlations to Be Used in Numerical Modeling." Applied Sciences 13, no. 18 (2023): 10268. http://dx.doi.org/10.3390/app131810268.

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This paper presents the results of laboratory testing of samples obtained from soil–cement composite columns produced on a real-world test site as part of a research and development project. The introduction presents the motivation of the research and the goals that guided the layout of a research program. The general geotechnical conditions, initially assumed methodology of soil–cement composite sampling, and finally, the methodology of strength tests were presented. In tests conducted with the measurement of the strain-stress path, the strength and stiffness of the material were determined i
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Conference papers on the topic "Reloading path"

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Jacquemoud, C., S. Marie, and M. Nedelec. "Evaluation of the Active Plasticity Hypothesis as a Relevant Justification of the Warm Pre-Stressing Effect." In ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57190.

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This study aims to evaluate the relevance of the active plasticity hypothesis in predicting the risk of cleavage fracture during a WPS loading cycle. We define a critical loading path, along which the active plasticity hypothesis might fail. On this critical loading path, Beremin local model is compared to a stress-based criterion model. The chosen critical loading path is a LTF (Load-Transient-Fracture) cycle, including an isothermal preloading up to F1WPS = 42 kN at TWPS = −25°C followed by a cooling down to TFRAC = −150°C with a progressive loading up to F2WPS = 45 kN before an isothermal r
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Kerkhof, Klaus, Eberhard Roos, Georges Bezdikian, Dominique Moinereau, and Nigel Taylor. "SMILE: Validation of the Warm-Pre-Stress Effect With a Cylindrical Thick-Walled Specimen." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71364.

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The Reactor Pressure Vessel (RPV) is an essential component, which is liable to limit the lifetime duration of PWR plants. The assessment of defects in RPV subjected to pressurized thermal shock (PTS) transients made at an European level generally does not necessarily consider the beneficial effect of the load history (Warm Pre-stress, WPS). The SMILE project — Structural Margin Improvements in aged embrittled RPV with Load history Effects — aims to give sufficient elements to demonstrate, to model and to validate the beneficial WPS effect. It also aims to harmonize the different approaches in
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Lee, Sang H. "Self-Adaptive Algorithm for Efficient Computation of Elasto-Plastic Material Process." In ASME 1991 International Computers in Engineering Conference and Exposition. American Society of Mechanical Engineers, 1991. http://dx.doi.org/10.1115/cie1991-0107.

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Abstract Due to the path-dependent nature of the plastic material, plastic strains are calculated by an incremental procedure and the total strains are obtained by summation in the numerical computation. MSC/NASTRAN employs an adaptive subincremental process at the Gauss point level for accuracy and efficiency. Various options for yield criteria and hardening rules are implemented. The generalized effective plastic strain increment is derived to accommodate various yield criteria. By virtue of some salient considerations in implementing the numerical procedure, difficulties associated with unl
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Marroqui´n, Fernando Alonso, Hans Herrmann, and Stefan Luding. "Analysis of the Elasto-Plastic Response of a Polygonal Packing." In ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-32498.

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We investigate the constitutive response of two-dimensional packed samples of polygons using molecular dynamics simulation. The incremental elasto-plastic response is examined in the pre-failure regime. Besides the Young modulus and the Poisson ratio, an additional parameter must be included, which takes into account the anisotropy of the elastic response. The plastic deformations are described by the introduction of the yield and the flow directions. These directions do not agree, which reproduces the non-associated feature of realistic soils. In order to detect the yield surface, different l
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Wani, S., M. U. Rehman, M. S. Rao, R. K. Kadasami, and S. Banerjee. "Hypoplastic Model Predictions for Ennore Sand Under Monotonic and Cyclic Loading Conditions." In 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-1204.

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ABSTRACT: The hypoplastic constitutive model is widely utilized for simulating soil behaviour. This study investigates the applicability of the hypoplastic model in predicting the mechanical behaviour of sand under both monotonic and cyclic loading conditions. Monotonic loading conditions are explored to comprehend the soil's strength and deformation characteristics, while cyclic loading conditions are crucial for understanding the soil's response under repeated loading, particularly its behaviour during the unloading and reloading phases. In this research, monotonic and cyclic triaxial draine
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Reports on the topic "Reloading path"

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A REEXAMINATION ON CALIBRATION OF CYCLIC CONSTITUTIVE MODEL FOR STRUCTURAL STEELS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.267.

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Exquisite calibration of model parameter is crucial for simulation accuracy of cyclic constitutive model. This paper is aiming to clarify the influence of different calibration factors on the calibration results and simulation performances of Chaboche combined isotropic/kinematic hardening constitutive model. The influencing calibration factors include the definition of proof strength point on unloading-reloading path, the definition of unloading elastic modulus, the relative proportion of initial back stress and saturation back stress. Based upon different influencing factors, the Chaboche mo
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