Relevant bibliographies by topics / Uniaxial loading

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Uniaxial loading'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 February 2022

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Journal articles on the topic "Uniaxial loading"

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Liu, Zhixi, Guangming Zhao, Xiangrui Meng, Ruofei Zhang, Dong Chunliang, and Wensong Xu. "Energy Analysis Method for Uniaxial Compression Test of Sandstone under Static and Quasi-Dynamic Loading Rates." Advances in Materials Science and Engineering 2021 (June 14, 2021): 1–11. http://dx.doi.org/10.1155/2021/9933243.

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To investigate the energy evolution characteristics of sandstone under static-quasi-dynamic loading rates (1.0 × 10−3, 5.0 × 10−3, 1.0 × 10−2, 5.0 × 10−2, and 1.0 × 10−1 mm/s), the uniaxial compression tests, the uniaxial cyclic loading-unloading tests, and the uniaxial incrementally cyclic loading-unloading tests were conducted under five different loading rates. Through analysis of the elastic energy of the uniaxial cyclic loading-unloading test and the uniaxial incremental cyclic loading-unloading test, show that the impact of the loading rate and the cycle numbers on the elastic energy is less. Hence, we can deem that when the loads of the uniaxial incremental cyclic loading-unloading test and the uniaxial compression test are equal, the elastic energy of the two also equals. The energy in the uniaxial compression tests analyzed by the uniaxial incrementally cyclic loading-unloading test show that elastic energy increased linearly when the input energy increased under different loading rates. Through the linear energy storage law and the uniaxial incremental cyclic loading and unloading test, it is possible to analyze the energy in the uniaxial compression test at any loading rates. The results show that the greater the loading rate, the greater the peak elastic energy and peak input energy. But when the load is equal, the greater the loading rate, the smaller the input energy and elastic energy. Compared with traditional methods, the new energy analysis method is accurate and simple. Meanwhile, based on energy dissipation, the damage of rock during uniaxial compression tests was studied.
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Petrenec, Martin, Veronique Aubin, Jaroslav Polák, and Suzanne Degallaix. "Dislocation Structures of Duplex Stainless Steel in Uniaxial and Biaxial Cyclic Loading." Materials Science Forum 482 (April 2005): 179–82. http://dx.doi.org/10.4028/www.scientific.net/msf.482.179.

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Austenitic-ferritic duplex stainless steel has been subjected to uniaxial and biaxial nonproportional cyclic loading with the same equivalent strain amplitude. The dislocation structures in specimens fatigued to fracture using both types of loadings were studied and compared. Uniaxial cyclic loading, both in austenitic and in ferritic grains, produces simple structures due to activation of predominantly one slip system. Non-proportional cyclic loading results in formation of cell and wall structures and thus in higher stress response of the material.
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Pun, Chung Lun, Qian Hua Kan, Peter J. Mutton, Guo Zheng Kang, and Wen Yi Yan. "On Constitutive Models for Ratcheting of a High Strength Rail Steel." Advanced Materials Research 891-892 (March 2014): 1146–51. http://dx.doi.org/10.4028/www.scientific.net/amr.891-892.1146.

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The ratcheting behaviour of a hypereutectoid high strength rail steel with carbon content of 0.85% was experimentally studied under both uniaxial and bi-axial cyclic loadings recently by the authors. To numerically simulate the multiaxial ratcheting behaviour of the rail steel, the Abaqus built-in Lemaitre-Chaboche model was applied first in current study. Following Abaqus documentation, the material data for the Lemaitre-Chaboche model were calibrated from the uniaxial loading test results. Comparing with experimental data, the Lemaitre-Chaboche model with the calibrated data provides overpredictions for the ratcheting responses of the rail steel under both uniaxial and bi-axial loadings. After that, a modified cyclic plasticity model with a coupling multiaxial parameter in the isotropic and kinematic hardening rules was applied for the material. The material data for this modified model were calibrated from both uniaxial and bi-axial loading tests. Comparison between the simulated results and the experimental data show that this modified cyclic plasticity model has the capacity to simulate both uniaxial and multiaxial ratcheting behaviour of the hypereutectoid rail steel with an acceptable accuracy.
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Stouffer, D. C., V. G. Ramaswamy, J. H. Laflen, R. H. Van Stone, and R. Williams. "A Constitutive Model for the Inelastic Multiaxial Response of Rene’ 80 at 871C and 982C." Journal of Engineering Materials and Technology 112, no. 2 (1990): 241–46. http://dx.doi.org/10.1115/1.2903315.

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This paper contains an extension of the uniaxial state variable constitutive model of Ramaswamy et al. (1988) to the case of multiaxial loading. The correlation between uniaxial and multiaxial loading conditions is achieved through the assumptions of material isotropy and conservation of inelastic volume. The multiaxial extension is based only on the material parameters evaluated from uniaxial loading. The research is accompanied by a multiaxial experimental program to evaluate the response of Rene’ 80 at 871°C and 982° C. Experiments in the program include torsion, proportional axial and torsion, and nonproportional loading. It was shown experimentally that there is no extra hardening from the multiaxial loading than results from uniaxial loading. Further, it is shown that the multiaxial model is successful in predicting the experimental results using only the parameters determined from the uniaxial experiments.
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Arthington, M. R., C. R. Siviour, N. Petrinic, and B. C. F. Elliott. "Cross-section reconstruction during uniaxial loading." Measurement Science and Technology 20, no. 7 (2009): 075701. http://dx.doi.org/10.1088/0957-0233/20/7/075701.

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Omrani, Amine, Sébastien Langlois, Pierre Van Dyke, Sasan Sattarpanah Karganroudi, and Sébastien Lalonde. "Fatigue strength evaluation for individual strands of overhead conductors using a biaxial fretting fatigue test bench." MATEC Web of Conferences 300 (2019): 06003. http://dx.doi.org/10.1051/matecconf/201930006003.

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This paper presents a biaxial fretting fatigue test bench which provides the capability of performing fretting fatigue experiments on individual wires of a conductor combining the effect of both alternating tension and bending loadings to represent a more realistic state of a conductor individual strand under periodic loading caused by aeolian vibrations. Preliminary tests with only uniaxial alternating tension loading were carried out on 1350-H19 aluminum wires having the same mechanical and geometric characteristics as those of the ACSR Bersfort conductor aluminum strands. Different levels of alternating stress were tested in order to validate the performance of the apparatus. Preliminary results showed that the experimental setup allows reproducing the local loading state which leads to the fretting fatigue damage on the tested wires. Biaxial tests were also conducted at a high level of alternating loadings. The results of these tests reveals that, at high alternating stress amplitudes, the biaxial loading allows to observe some fretting fatigue failures, whereas early plain fatigue failures were observed when applying similar uniaxial loading.
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Xie, Bing, Jin Jun Guo, and Xiang Xia. "Influence of Loading Rate on Uniaxial Compression Test of Rock Specimen with Random Joints." Advanced Materials Research 396-398 (November 2011): 217–20. http://dx.doi.org/10.4028/www.scientific.net/amr.396-398.217.

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Numerical specimens with ramdom joints is established by particle flow code PFC2D and uniaxial compression tests are conducted under three different loading rate. Studies have shown that strength of uniaxial compression are all increased with the loading rate no matter what specimen is complete or with random joints. The sensitivity of changes of uniaxial compressive strength of specimen with random joints decreases with increasing of the loading rate.
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Li, Zong Zhan, Jun Lin Tao, and Yi Li. "Experimental Research on Acoustic Emission of Granite under Uniaxial Compression and Splitting Tensile." Applied Mechanics and Materials 232 (November 2012): 24–27. http://dx.doi.org/10.4028/www.scientific.net/amm.232.24.

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This paper makes the acoustic emission of granite under uniaxial compression and splitting tensile test by electro-hydraulic testing machine and AE .We studied the relationship of uniaxial compressive strength and splitting tensile strength with the loading rate and AE characteristics of granite .The results show that uniaxial compressive strength and peak strain raise with loading rate, the AE energy gradually increases and get maximum in the 30% of the peak stress in the process of uniaxial compression test, and in the splitting tensile AE energy generates in the initial loading and gets maximum when the granite brittle fracture.
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Yan, Gui Ling, Hong Wang, Guo Zheng Kang, and Zhou Chen. "The Study on Fatigue Behavior in Very High Cycle of 5083 Aluminum Alloy." Key Engineering Materials 626 (August 2014): 359–64. http://dx.doi.org/10.4028/www.scientific.net/kem.626.359.

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Fatigue tests were carried out at frequent of 20 kHz for 5083 aluminum alloy. The loading way is uniaxial and bending loading. The S-N curve of uniaxial loading presents a duplex curve corresponding to surface fracture and interior fracture. However the S-N curve of the bending fatigue shows the continuous curve. This demonstrates that different loading ways lead to different S-N curve characteristics. For uniaxial loading, almost all crack initiated interior of specimen in the very high cycle regime. The crack source zone appears wear away because of the constant pressure and grinding of this area in the process of cyclic loading. For the symmetric bending loading, the crack of corner in the specimen expands at different rates and direction.
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Slota, Ján, Miroslav Jurčišin, Miroslav Tomáš, and Emil Spišák. "Cyclic Test of DP600 Steel under Tension-Compression Load for Different Pre-Strain Levels." Key Engineering Materials 635 (December 2014): 71–74. http://dx.doi.org/10.4028/www.scientific.net/kem.635.71.

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Modeling sheet metal forming operations requires understanding of the plastic behavior of the sheet metal along the non-proportional strain paths. Measurement of hardening under reversed uniaxial loading is because of its simplicity very effective mechanical test to achieve several important features of material behavior. With the reversed uniaxial loading can be examined features as Bauschinger effect, work hardening stagnation, permanent softening etc., which are necessary to defined kinematic hardening in the numerical simulations. The biggest problem of uniaxial reversed loading is buckling of the sheet metal during the compression phase. In this article is described development of the simple fixture, used for the reversed uniaxial loading and results of tension-compression test for the steel DP 600 in various pre-strain levels are specified.
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Dissertations / Theses on the topic "Uniaxial loading"

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Kim, Se-Hyung. "Cyclic Uniaxial Constitutive Model For Steel Reinforcement." Thesis, Virginia Tech, 2015. http://hdl.handle.net/10919/51241.

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Reinforced Concrete (RC) structures are common in earthquake-prone areas. During an earthquake, the steel reinforcement is subjected to cyclic strain histories which lead to inelastic response. In the case of rare, strong earthquakes, inelastic buckling and even rupture due to low-cycle fatigue can also occur. The understanding and characterization of the performance of RC structures under earthquake hazards requires the accurate simulation of the inelastic hysteretic behavior of steel reinforcement by means of appropriate constitutive models. Several uniaxial material models have been developed for reinforcing steel. Existing material models sacrifice efficiency for accuracy or vice versa. Conceptually simple and numerically efficient models do not accurately capture the hysteretic response and ignore rupture or buckling. On the other hand, more refined material models are characterized by iterative stress update procedures which can significantly increase the computational cost of an analysis. Additionally, experience suggests that refined models attempting for the effect of inelastic buckling tend to lead to numerical convergence problems in the stress update procedure. The goal of the present study is the formulation and implementation of an accurate and computationally efficient constitutive model for steel reinforcement under cyclic loading. A previously developed model, capable of capturing the inelastic hysteretic response of reinforcing steel in the absence of buckling and rupture, is used as a starting point in this study. The model is enhanced by replacing its original, iterative stress update procedure with an equally accurate, non-iterative one. Additionally, the model is enhanced to capture the effects of inelastic buckling and of rupture. The accuracy of the model and the efficiency of the non-iterative stress update algorithm are demonstrated by means of validation analyses.<br>Master of Science
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Inal, Sinan Hikmet. "Electric Potential Response Of The Quartz Bearing Rocks Under Uniaxial Loading." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605480/index.pdf.

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The electric potential changes under uniaxial loading in some minerals and rocks have long been recognized. To daylight the electrical response of some minerals and rocks against applied stress, both theoretical studies and laboratory experiments are conducted. Some theories are also proposed by different researchers, in order to explain the electric potential variations. However, the mechanisms leading to electrical potential generation have not been fully explained yet. In the explanation of electric potential changes observed in rocks, type of the observed rock and the rock forming minerals in the rock fabric play an important role. One theory is based on the fundamentals of piezoelectricity only. However the relation between the stress state and the electric generation is not fully understood. This thesis aims to make a further contribution to the studies on understanding the electric potential change in rocks, containing quartz, which is a common piezoelectric mineral, under uniaxial loading conditions. Three types of rocks, namely quartz-sandstone, granite and granodiorite, are tested, and the stress and electric potential (EP) variations are recorded during the uniaxial loading experiments in a continuous manner. The experiments are conducted at three different loading rates, in order to investigate the effect of loading rate on the electrification mechanism. Also step loading experiments are conducted. Results indicated that, application of uniaxial stress creates a clear change in the EP responses of three quartz bearing rock types. The possible relationships between the EP generation and the level of applied stress are investigated based on the initial and final potential values (EPinitial, EPfinal), the potential just before the time of failure (EPUCS), the spike-like potential jump at the time of failure (&amp<br>#8710<br>V), which are derived from the recorded data of the experiments.
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Melanson, Peter Joseph. "Experimental vibration analysis of a stretched membrane under uniaxial loading using holographic interferometry." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ39635.pdf.

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Priest, Stacy Marie. "Damage tolerance of pressurized graphite/epoxy tape cylinders under uniaxial and biaxial loading." Thesis, Massachusetts Institute of Technology, 1994. http://hdl.handle.net/1721.1/11911.

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Wright, Lawrence William. "Creep deformation of CMSX-4 NBSCS during uniaxial and multiaxial loading at high temperature." Thesis, University of Cambridge, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.619709.

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Azimikor, Nazli. "Out-of-plane stability of reinforced masonry shear walls under seismic loading : cyclic uniaxial tests." Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/42113.

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In recent years, widespread application of low-rise masonry construction, including post-disaster buildings like fire halls, has become limited in seismic regions of Canada. This is because the Canadian Masonry Design Standard (CSA S304.1-04) [Canadian Standard Association 2004] mandates stringent requirements on the design of ductile reinforced masonry (RM) shear walls, especially with regard to their height-to-thickness (h/t) ratios, which were restricted to ensure against out-of-plane instability. This failure mechanism has been observed in the end zones of reinforced concrete shear walls loaded in-plane in experimental research and in past earthquakes. However, there is a lack of similar evidence for RM shear walls; this is a motivation for the research program described in this thesis. The research consists of several major tasks. First, a review of the literature on previous experimental research studies on RM shear walls was conducted, followed by comprehensive investigation into the parameters affecting out-of-plane instability of RM shear walls,. Based on the results of this literature review, the first phase of the experimental program was designed with a focus on modeling the RM wall end zone and understanding the mechanism of lateral instability. Five full-scale specimens representing the wall end zones were constructed and subjected to reversed cyclic axial tension and compression until failure. The effect of varying h/t ratios of the plastic hinge zone, as well as level of axial tensile strain on the out-of-plane instability was examined. Based on the results of the experimental study, it was concluded that the level of applied tensile strain in the wall end zone is one of the critical factors governing its lateral instability. Therefore, the maximum tensile strain that may be imposed on a moderately ductile RM wall end-zone is determined based on a kinematic relationship between the axial strain and the out-of-plane displacement. A preliminary mechanic model has been proposed to predict the maximum tensile strain before instability takes place. The model can be incorporated into design provisions related to the thickness of shear walls of a given height. A comparison with the experimental results showed that the model offers conservative prediction of the maximum tensile strain.
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Ogunnupebi, Mary Oluwatosin. "Effect of non-uniaxial loading on the tensile strength of composite laminates containing circular holes." Thesis, University of Bristol, 2016. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.715754.

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Marcadet, Stephane (Stephane Jean Marie). "Effect of non-linear loading paths on sheet metal fracture : large strain in-plane compression followed by uniaxial tension." Thesis, Massachusetts Institute of Technology, 2012. http://hdl.handle.net/1721.1/70442.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2012.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (p. 70-73).<br>Advanced high strength steel sheets are rapidly entering the transport industry, as their high strength to weight ratio helps improving fuel and costs efficiency. The early ductile fracture of these materials limits their formability and crash-worthiness. A phenomenological criterion to predict ductile fracture has been developed based on a law of damage accumulation weighted by the stress state. The calibration of such a model requires accurate measurements of the history of stress and strain state up to the onset of fracture. The phenomenon of localized necking occurs prior to ductile fracture in most types of loading of sheet metal. In order to measure the local state of stress and strain, a hybrid experimental and numerical method is tested. The Finite Element model can accurately predict the load displacement relation using a quadratic Hill 48 yield surface and an associated flow rule. The evolution of the local stresses and strains in the material are found to be non linear after necking. Results of such a method to calibrate the fracture criterion provide a validation of the model in a large range of loadings, including uniaxial, biaxial and shear. The effect of a reverse loading is then explored by developing an innovative experimental procedure to adapt the hybrid method for in plane compression followed by uniaxial tension of sheet metal. An Anti Buckling Device (ABD) and special grips are developed to delay buckling of the sheet. The hybrid method requires an accurate constitutive model of the material in the case of reverse loading for the Finite Element model. A modified Yoshida hardening called IH + LK + LNK combining isotropic hardening, linear and non linear kinematic hardening provides good prediction of the load displacement relation. An analysis of the history of local stresses and strains up to the onset of fracture suggests that limited damage is accumulated during the compression phase, validating the phenomenological model.<br>by Stephane Marcadet.<br>S.M.
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Gonzales, Manny. "The mechanochemistry in heterogeneous reactive powder mixtures under high-strain-rate loading and shock compression." Diss., Georgia Institute of Technology, 2015. http://hdl.handle.net/1853/54393.

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This work presents a systematic study of the mechanochemical processes leading to chemical reactions occurring due to effects of high-strain-rate deformation associated with uniaxial strain and uniaxial stress impact loading in highly heterogeneous metal powder-based reactive materials, specifically compacted mixtures of Ti/Al/B powders. This system was selected because of the large exothermic heat of reaction in the Ti+2B reaction, which can support the subsequent Al-combustion reaction. The unique deformation state achievable by such high-pressure loading methods can drive chemical reactions, mediated by microstructure-dependent meso-scale phenomena. Design of the next generation of multifunctional energetic structural materials (MESMs) consisting of metal-metal mixtures requires an understanding of the mechanochemical processes leading to chemical reactions under dynamic loading to properly engineer the materials. The highly heterogeneous and hierarchical microstructures inherent in compacted powder mixtures further complicate understanding of the mechanochemical origins of shock-induced reaction events due to the disparate length and time scales involved. A two-pronged approach is taken where impact experiments in both the uniaxial stress (rod-on-anvil Taylor impact experiments) and uniaxial strain (instrumented parallel-plate gas-gun experiments) load configurations are performed in conjunction with highly-resolved microstructure-based simulations replicating the experimental setup. The simulations capture the bulk response of the powder to the loading, and provide a look at the meso-scale deformation features observed under conditions of uniaxial stress or strain. Experiments under uniaxial stress loading reveal an optimal stoichiometry for Ti+2B mixtures containing up to 50% Al by volume, based on a reduced impact velocity threshold required for impact-induced reaction initiation as evidenced by observation of light emission. Uniaxial strain experiments on the Ti+2B binary mixture show possible expanded states in the powder at pressures greater than 6 GPa, consistent with the Ballotechnic hypothesis for shock-induced chemical reactions. Rise-time dispersive signatures are consistently observed under uniaxial strain loading, indicating complex compaction phenomena, which are reproducible by the meso-scale simulations. The simulations show the prevalence of shear banding and particle agglomeration in the uniaxial stress case, providing a possible rationale for the lower observed reaction threshold. Bulk shock response is captured by the uniaxial strain meso-scale simulations and is compared with PVDF stress gauge and VISAR traces to validate the simulation scheme. The simulations also reveal the meso-mechanical origins of the wave dispersion experimentally recorded by PVDF stress gauges.
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Brookes, Stephen Peter [Verfasser], Birgit [Gutachter] Skrotzki та Gunther [Gutachter] Eggeler. "Thermo-mechanical fatigue behaviour of the near-γ-titanium aluminide alloy TNB-V5 under uniaxial and multiaxial loading / Stephen Peter Brookes ; Gutachter: Birgit Skrotzki, Gunther Eggeler". Berlin : Bundesanstalt für Materialforschung und -prüfung (BAM), 2009. http://d-nb.info/1122835736/34.

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Books on the topic "Uniaxial loading"

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Damage tolerance of pressurized graphite/epoxy tape cylinders under uniaxial and biaxial loading. National Aeronautics and Space Administration, 1994.

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Sullivan, Patrick D. An analysis of symmetric reinforcement of graphite/epoxy honeycomb sandwich panels with a circular cutout under uniaxial compressive loading. 1985.

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Book chapters on the topic "Uniaxial loading"

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Vejrych, D., and R. Martonka. "Climate Chamber for Testing of Uniaxial Loading." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-05203-8_57.

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Rhim, Hong C., Bo Hwan Oh, and Hyo Seon Park. "Magnetoelastic Measurements of Steel Stress under Uniaxial Loading." In Advanced Nondestructive Evaluation I. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-412-x.377.

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Bekdaş, Gebrail, and Sinan Melih Nigdeli. "Optimization of Reinforced Concrete Columns Subjected to Uniaxial Loading." In Computational Methods in Applied Sciences. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-18320-6_21.

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Ellyin, Fernand. "Phenomenological approach to fatigue life prediction under uniaxial loading." In Fatigue Damage, Crack Growth and Life Prediction. Springer Netherlands, 1997. http://dx.doi.org/10.1007/978-94-009-1509-1_3.

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Schäfer, Andreas, Jürgen Olbricht, and Martin F. X. Wagner. "Monitoring Localized Deformation of Pseudoelastic NiTi Subjected to Uniaxial Loading." In ICOMAT. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118803592.ch78.

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Yosri, A., A. Zayed, S. Saad-Eldeen, and H. Leheta. "Fatigue Assessment of Aged Steel Specimens Under Uniaxial Cyclic Loading." In Lecture Notes in Mechanical Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9893-7_38.

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Singh, Tarun, Ashwani Jain, and K. S. Rao. "Rock Failure Pattern Under Uniaxial, Triaxial Compression and Brazilian Loading Conditions." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0368-5_26.

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Dimaki, Andrey V., and Evgeny V. Shilko. "Theoretical Study of Physico-mechanical Response of Permeable Fluid-Saturated Materials Under Complex Loading Based on the Hybrid Cellular Automaton Method." In Springer Tracts in Mechanical Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-60124-9_21.

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AbstractWe give a brief description of the results obtained by Prof. Sergey G. Psakhie and his colleagues in the field of theoretical studies of mechanical response, including fracture, of permeable fluid-saturated materials. Such materials represent complex systems of interacting solid and liquid phases. Mechanical response of such a medium is determined by processes taking place in each phase as well as their interaction. This raised a need of developing a new theoretical approach of simulation of such media—the method of hybrid cellular automaton that allowed describing stress-strain fields in solid skeleton, transfer of a fluid in crack-pore volume and influence of fluid pressure on the stress state of the solid phase. The new method allowed theoretical estimation of strength of liquid-filled permeable geomaterials under complex loading conditions. Governing parameters controlling strength of samples under uniaxial loading and shear in confined conditions were identified.
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Xu, Yading, Erik Schlangen, and Branko Šavija. "Auxetic Behavior of Cementitious Cellular Composites Under Uniaxial Compression and Cyclic Loading." In RILEM Bookseries. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-49916-7_56.

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Yuan, Guang-Jian, Peng-Cheng Zhao, Xian-Cheng Zhang, Shan-Tung Tu, Xiao-Gang Wang, and Cheng-Cheng Zhang. "Microscopic Strain Localization of Ti-6Al-4V Alloy Under Uniaxial Tensile Loading." In Structural Integrity. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-13980-3_1.

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Conference papers on the topic "Uniaxial loading"

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Amador, Carolina, Alireza Nabavizadeh, Randall Kinnick, and Mostafa Fatemi. "Loading ramp effects in uniaxial compression creep device." In 2014 IEEE International Ultrasonics Symposium (IUS). IEEE, 2014. http://dx.doi.org/10.1109/ultsym.2014.0578.

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Yan, Benda. "Fatigue Behavior of a Microalloyed Steel Under Uniaxial Loading." In International Congress & Exposition. SAE International, 1993. http://dx.doi.org/10.4271/930967.

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Breitzman, T. D., B. M. Cook, G. A. Schoeppner, and E. V. Iarve. "Composite Scarf Repair Patch Optimization Under Uniaxial Loading Conditions." In ASME 2007 International Mechanical Engineering Congress and Exposition. ASMEDC, 2007. http://dx.doi.org/10.1115/imece2007-43588.

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Simplex optimization algorithm was applied to predict the fiber orientations of the scarf repair patch for a given quasi-isotropic panel to maximize strength retention of the repair. The optimal stacking sequence of the repair patch avoids 0 degree plies in the direction of the load. Such a stacking sequence prolongs the life of the adhesive and results in a predicted 13% strength increase as compared to the traditional ply-by-ply replacement. The second optimization problem solved was one of finding the least favorable stacking sequence of the repair patch. Such stacking sequence inserts stiff plies into the patch and leads to the failure of the repair patch as early as 20% below the reference failure load of the repair patch with traditional ply-by-ply replacement. The strength prediction model consisted of nonlinear constitutive modeling of adhesive behavior and fiber failure prediction loads in the adherents based on critical failure volume (CFV) (see [8]) strength prediction method. Benchmark analysis was performed on the virgin, scarfed, and repaired (ply-by-ply replacement) panels and was in good agreement with experimental data.
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Vlasova, A. M., A. Yu Nikonov, A. K. Zhuravlev, and A. G. Kesarev. "Dislocation structure of the magnesium nanocrystal in uniaxial loading." In ADVANCED MATERIALS WITH HIERARCHICAL STRUCTURE FOR NEW TECHNOLOGIES AND RELIABLE STRUCTURES 2016: Proceedings of the International Conference on Advanced Materials with Hierarchical Structure for New Technologies and Reliable Structures 2016. Author(s), 2016. http://dx.doi.org/10.1063/1.4966523.

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Golden, Brian, Dongfeng Li, and Noel O’Dowd. "Microstructural Modelling of P91 Martensitic Steel Under Uniaxial Loading Conditions." In ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-97514.

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Abstract:
The changing face of power generation requires an improved understanding of the deformation and failure response of power plant materials. Important insights can be obtained through microstructurally motivated modelling studies. This paper deals with the comparisons of predictions of the mechanical response of a power plant steel (P91), obtained from a model with a measured microstructure with those obtained from a numerically simulated microstructure. Electron backscatter diffraction (EBSD) is employed to obtain the orientation of the martensitic grain structure of the steel. This information is incorporated within a representative volume element (RVE) to represent the material microstructure. A non-linear, rate dependent, finite strain crystal plasticity model is used to represent the deformation of the material, with the orientation of each finite-element integration point determined from the EBSD analysis. The deformation under uniaxial tension is analysed. Due to the inhomogeneous microstructure strong strain gradients are generated within the RVE even under remote homogenous strain states. It is seen that peak stress/strain states are associated with particular features of the microstructure. The results taken from the model are compared with those obtained with an equiaxed microstructure generated using the Voronoi tessellation method.
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Prem, Prabhat Ranjan, B. H. Bharatkumar, A. Rama Chandra Murthy, and Nagesh R. Iyer. "Constitutive Modellling of Ultra High Performance Concrete Under Uniaxial Loading." In 5th International Congress on Computational Mechanics and Simulation. Research Publishing Services, 2014. http://dx.doi.org/10.3850/978-981-09-1139-3_335.

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Bagde, M. N. "Fracture and Fragmentation of Rock Subjected to Uniaxial Cyclical Loading." In GeoFlorida 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)18.

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Baamer, Mohammed, Eduardo Suescun-Florez, Nikolaos Machairas, and Magued Iskander. "Strain Rate Dependency of Sand Response under Uniaxial Monotonic Loading." In IFCEE 2015. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479087.018.

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Said, Magdi. "The behavior of fabric-film laminates under uniaxial and biaxial loading." In International Balloon Technology Conference. American Institute of Aeronautics and Astronautics, 1999. http://dx.doi.org/10.2514/6.1999-3861.

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Wang, Licheng. "Experimental Study on Water Absorption by Concrete Damaged by Uniaxial Loading." In International Conference on the Durability of Concrete Structures. Purdue University Libraries Scholarly Publishing Services, 2014. http://dx.doi.org/10.5703/1288284315402.

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Reports on the topic "Uniaxial loading"

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Brannon, Rebecca Moss, Moo Yul Lee, and David R. Bronowski. Uniaxial and triaxial compression tests of silicon carbide ceramics under quasi-static loading condition. Office of Scientific and Technical Information (OSTI), 2005. http://dx.doi.org/10.2172/920770.

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Kyriakides, S. Response and Crushing of Cellular Solids Under Uniaxial and Multiaxial Loadings. Defense Technical Information Center, 2004. http://dx.doi.org/10.21236/ada423997.

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