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Artykuły w czasopismach na temat "Failure envelopes"
Dharmasaroja, A., C. G. Armstrong, A. Murphy, T. T. Robinson, N. L. Iorga i J. R. Barron. "Structural performance envelopes in load space". Aeronautical Journal 125, nr 1283 (17.11.2020): 127–50. http://dx.doi.org/10.1017/aer.2020.94.
Pełny tekst źródłaGong, Xiu Bin, Qing Lai Fan i Ke Wu. "Bearing Capacity of Suction Caisson for Offshore Floating Wind Turbine". Advanced Materials Research 243-249 (maj 2011): 4718–22. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.4718.
Pełny tekst źródłaEid, Hisham T. "Two- and three-dimensional analyses of translational slides in soils with nonlinear failure envelopes". Canadian Geotechnical Journal 47, nr 4 (kwiecień 2010): 388–99. http://dx.doi.org/10.1139/t09-110.
Pełny tekst źródłaJiang, J. C., R. Baker i T. Yamagami. "The effect of strength envelope nonlinearity on slope stability computations". Canadian Geotechnical Journal 40, nr 2 (1.04.2003): 308–25. http://dx.doi.org/10.1139/t02-111.
Pełny tekst źródłaArthos, James, Andrea Rubbert, Ronald L. Rabin, Claudia Cicala, Elizabeth Machado, Kathryne Wildt, Meredith Hanbach i in. "CCR5 Signal Transduction in Macrophages by Human Immunodeficiency Virus and Simian Immunodeficiency Virus Envelopes". Journal of Virology 74, nr 14 (15.07.2000): 6418–24. http://dx.doi.org/10.1128/jvi.74.14.6418-6424.2000.
Pełny tekst źródłaZhang, Wenchao, i K. E. Evans. "Graphical representation of anisotropic failure envelopes". Engineering Computations 6, nr 3 (marzec 1989): 209–16. http://dx.doi.org/10.1108/eb023776.
Pełny tekst źródłaNorouzi, R., A. Kosari i M. Hossein Sabour. "Evaluating the effects of lateral control surfaces failure on the generic transport model: a case study". Aeronautical Journal 124, nr 1277 (11.03.2020): 1016–54. http://dx.doi.org/10.1017/aer.2020.11.
Pełny tekst źródłaJeong, Byeong-Woo. "Transitional Failure of Carbon Nanotube Systems under a Combination of Tension and Torsion". Journal of Nanomaterials 2012 (2012): 1–6. http://dx.doi.org/10.1155/2012/847307.
Pełny tekst źródłaSchutz, Michael, i Jeanine K. Stefanucci. "Exploring the Effects of “Sound Shape” on Consumer Preference". Ergonomics in Design: The Quarterly of Human Factors Applications 27, nr 1 (4.11.2018): 16–19. http://dx.doi.org/10.1177/1064804618810031.
Pełny tekst źródłaYun, Gijae, i M. Fraser Bransby. "The horizontal-moment capacity of embedded foundations in undrained soil". Canadian Geotechnical Journal 44, nr 4 (1.04.2007): 409–24. http://dx.doi.org/10.1139/t06-126.
Pełny tekst źródłaRozprawy doktorskie na temat "Failure envelopes"
Dharmasaroja, Atipong. "Efficient modelling of failure envelopes and load patterns in aircraft structures". Thesis, Queen's University Belfast, 2015. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.695327.
Pełny tekst źródłaMeng, Qiuhong. "Bearing capacity failure envelopes of foundations with skirts subjected to combined loading". Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for bygg, anlegg og transport, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-23367.
Pełny tekst źródłaSaied, Ramadan Omar. "Failure envelopes for filament wound composite tubes in water at elevated temperatures". Thesis, University of Newcastle Upon Tyne, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.402279.
Pełny tekst źródłaSupachawarote, Chairat. "Inclined load capacity of suction caisson in clay". University of Western Australia. School of Civil and Resource Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2007.0188.
Pełny tekst źródłaReyes, Esteves Rocio Guadalupe, i Esteves Rocio Guadalupe Reyes. "Modeling Approaches to Determination of Appropriate Depth and Spacing of Subsurface Drip Irrigation Tubing in Alfalfa to Ensure Soil Trafficability". Thesis, The University of Arizona, 2017. http://hdl.handle.net/10150/625691.
Pełny tekst źródłaEriksson, Daniel, i Tobias Gasch. "Load capacity of anchorage to concrete at nuclear facilities : Numerical studies of headed studs and expansion anchors". Thesis, KTH, Betongbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-40820.
Pełny tekst źródłaOlliff, Derrick K. "Characterizing the failure envelope of a conductive adhesive". Thesis, Georgia Institute of Technology, 1997. http://hdl.handle.net/1853/19093.
Pełny tekst źródłaMaghsoudloo, Arash. "Nonlinearity Of The Residual Shear Strength Envelope In Stiff Clays". Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615551/index.pdf.
Pełny tekst źródłaresidual shear strength&rdquo
. The residual shear strength envelopes of stiff clays are curved, but for practical purposes represented by linear envelopes. This study investigates the nonlinearity of the residual shear strength envelope using experimental evidence (i) from laboratory reversal direct shear tests on two stiff clays (Ankara clay and kaolinite) at 25 to 900 kPa effective normal stresses and (ii) from laboratory data collected from literature. To evaluate the importance of nonlinearity of the envelope for geotechnical engineering practice, by limit equilibrium method, (a) case histories of reactivated landslides are analyzed and (b) a parametric study is carried out. Conclusions of this study are: (1) The residual shear strength envelopes of both Ankara clay and kaolinite are nonlinear, and can be represented by a power function (cohesion is zero). (2) At least 3 reversals or cumulative 20 mm shear displacement of direct shear box is recommended to reach residual condition. (3) Empirical relations between plasticity index and residual friction angle can accurately estimate the residual strength of stiff clays. (4) Nonlinearity is especially important for landslides where average effective normal stress on the shear plane is less than 50 kPa, both for translational and rotational failures. For such slopes using a linear strength envelope overestimates the factor of safety (more significantly for the case of high pore pressures). (5) As the plasticity index increases, the power &ldquo
b&rdquo
of the nonlinear shear strength envelope decreases, indicating more significant nonlinearity. For less plastic materials, using linear and nonlinear shear strength envelopes does not affect the factor of safety.
Crosby, Jessica Renee. "Expanding the Performance Envelope of the Total Artificial Heart: Physiological Characterization, Development of a Heart Failure Model, And Evaluation Tool for Mechanical Circulatory Support Devices". Diss., The University of Arizona, 2014. http://hdl.handle.net/10150/344221.
Pełny tekst źródłaJin, Zhuang. "Numerical investigation of caisson foundations in sand under combined monotonic loadings for offshore wind turbines". Thesis, Ecole centrale de Nantes, 2019. http://www.theses.fr/2019ECDN0002/document.
Pełny tekst źródłaThis PhD thesis deals with the response of caisson foundations in sand for offshore wind turbines submitted to combined monotonic and cyclic loadings. First, the failure process and failure envelope (or bearing capacity diagram) of a caisson foundation in sand under combined monotonic loadings is investigated using the conventional Mohr-Coulomb constitutive model. A Combined Lagrangian-Smoothed Particle Hydrodynamics(CLSPH) method is adopted to consider large deformations and the limitations of the approach are highlighted. A recently developed critical state model for sand (SIMSAND) is then introduced and combined with the CLSPH method. Rectangular channel soil collapse tests and granular column collapse tests considering different aspect ratios are simulated to validate the approach in terms of final deposit morphologies, flow profiles and undisturbed areas.The CLSPH method and the SIMSAND model are then used to investigate the bearing capacity diagram of the caisson foundation in sand. Different parameters affecting the shape and size of the failure envelope are considered, as soil density and stiffness, friction strength, grain breakage, geometry and aspect ratio of the foundation. An analytical formula is introduced to describe the 3D failure surface reproducing the numerical results. Based on the proposed analytical formula, a macro-element for the caisson foundation in sand submitted to monotonic and cyclic loadings is finally developed within the framework of hypoplasticity. Validation is provided through comparison with experimental results
Książki na temat "Failure envelopes"
Johnson, G. F. Alberta building envelope failure analysis. [Edmonton, Alta.]: Alberta Municipal Affairs, 1991.
Znajdź pełny tekst źródłaJ, Pender M., i Gunn C. I. M, red. Slope stability analyses for materials with a nonlinear failure envelope. Auckland: School of Engineering, University of Auckland, 1986.
Znajdź pełny tekst źródłaY, Hsu John, i Langley Research Center, red. Expanded envelope concepts for aircraft control-element failure detection and identification. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1988.
Znajdź pełny tekst źródłaCzęści książek na temat "Failure envelopes"
Tiwari, Binod, i Beena Ajmera. "Curvature of Failure Envelopes for Normally Consolidated Clays". W Landslide Science for a Safer Geoenvironment, 117–22. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-05050-8_19.
Pełny tekst źródłaLepakshi, R., i B. V. Venkatarama Reddy. "Shear Strength Parameters and Mohr–Coulomb Failure Envelopes for Cement-Stabilised Rammed Earth". W Earthen Dwellings and Structures, 51–59. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-5883-8_5.
Pełny tekst źródłaSajid, Z., S. Karuppanan i S. Z. H. Shah. "Open-Hole and Filled-Hole Failure Envelopes of BFRP and GFRP: A Comparative Study". W Lecture Notes in Mechanical Engineering, 391–98. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5753-8_36.
Pełny tekst źródłaRennar, N., i P. Kirchner. "Characterisation of the Ultimate Tensile Properties of Elastomers by a Dimensionless Hooke Number—A New Approach to Failure Envelopes". W Deformation and Fracture Behaviour of Polymer Materials, 493–506. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-41879-7_35.
Pełny tekst źródłaHack, Robert. "Mohr-Coulomb Failure Envelope". W Encyclopedia of Earth Sciences Series, 667–69. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_207.
Pełny tekst źródłaHack, Robert. "Mohr-Coulomb Failure Envelope". W Selective Neck Dissection for Oral Cancer, 1–3. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-12127-7_207-1.
Pełny tekst źródłaGu, D. S., J. G. Kim, T. Kelimu, W. C. Kim i B. K. Choi. "Detection of Failure in Gearbox Using Intensified Envelope Analysis". W Lecture Notes in Mechanical Engineering, 191–200. London: Springer London, 2013. http://dx.doi.org/10.1007/978-1-4471-4993-4_17.
Pełny tekst źródłaSun, Yigang, i Daming Ren. "Whole Flight Envelope Aero-engine Sensor Failure Diagnosis Based on Neutral Network". W Advances in Intelligent and Soft Computing, 439–46. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-25658-5_53.
Pełny tekst źródłaYudhbir, P. K. Basudhar i S. K. Bhowmik. "Slope Stability Computations with Nonlinear Failure Envelope using Generalized Procedure of Slices and Optimization Techniques". W Numerical Techniques for Engineering Analysis and Design, 337–46. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3653-9_39.
Pełny tekst źródłaHuang, Haiying, i Yifei Ma. "Calibrating the Strength Ratio and the Failure Envelope for DEM Modeling of Quasi-Brittle Materials". W Springer Series in Geomechanics and Geoengineering, 199–202. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97112-4_45.
Pełny tekst źródłaStreszczenia konferencji na temat "Failure envelopes"
Tian, Yinghui, Tianyuan Zheng, Tao Zhou i Mark J. Cassidy. "A New Method to Investigate the Failure Envelopes of Offshore Foundations". W ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54513.
Pełny tekst źródłaVarghese, J., i A. Dasgupta. "A Technique to Characterize Rate-Dependent Failure Envelopes in Surface Mount Assemblies". W ASME 2006 International Mechanical Engineering Congress and Exposition. ASMEDC, 2006. http://dx.doi.org/10.1115/imece2006-13583.
Pełny tekst źródłaYuan-Hung, Kuo, i Wei Bo-Siou. "Suction Pile Allowable Suction Pressure Envelopes Based on Soil Failure and Structural Buckling". W Offshore Technology Conference. Offshore Technology Conference, 2015. http://dx.doi.org/10.4043/25687-ms.
Pełny tekst źródłaLall, Pradeep, Dhananjay Panchagade, Prakriti Choudhary, Jeff Suhling i Sameep Gupte. "Shock and Vibration Survivability Prediction Using Failure Envelopes for Electronic and MEMS Packaging". W ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-82612.
Pełny tekst źródłaTan, Kian Sing, i Young W. Kwon. "Failure Criterion for Varying Strain Rates". W ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25149.
Pełny tekst źródłaPrueter, Phillip E., Seetha Ramudu Kummari i David A. Osage. "A Fracture Mechanics-Based Approach to Establish Minimum Pressurization Temperature Envelopes". W ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65805.
Pełny tekst źródłaXiao, Zhong, Donghai Zhang, Haixiao Liu i Ying Liu. "Bearing Capacities of Shallow Skirted Foundations After the Action of Multi-Directional Cyclic Displacements Considering Soil Degradation". W ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-96036.
Pełny tekst źródłaDakov, Dimitar, Borislav Belev i Chavdar Penelov. "Deterioration of connections and failure of light-weight façade envelopes due to sequence of seismic and wind actions". W IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.0865.
Pełny tekst źródłaZhang, Xiaodong, Hezhen Yang, Peter Francis Bernad Adaikalaraj, Ying Min Low i Chan Ghee Koh. "Structural Reliability Analysis for Offshore Drilling Riser Deployment Operability". W ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61575.
Pełny tekst źródłaMohaddes Foroushani, Seyed Sepehr, David Naylor i Hua Ge. "Numerical Investigation of the Effects of Different Overhang Configurations on the Wind-Driven Rain Wetting of Building Facades". W ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-85746.
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