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Статті в журналах з теми "Tensile creep behavior"
Xu, Zhen, Chuan Guo, Zhen Rong Yu, Xin Li, Xiao Gang Hu, and Qiang Zhu. "Tensile and Compressive Creep Behavior of IN718 Alloy Manufactured by Selective Laser Melting." Materials Science Forum 986 (April 2020): 102–8. http://dx.doi.org/10.4028/www.scientific.net/msf.986.102.
Повний текст джерелаSujatanond, Supamard, Yoshiharu Mutoh, Yukio Miyashita, and Yuichi Otsuka. "Tensile and Compressive Creep Behavior of Magnesium Alloy AZ91D." Applied Mechanics and Materials 313-314 (March 2013): 98–102. http://dx.doi.org/10.4028/www.scientific.net/amm.313-314.98.
Повний текст джерелаXu, Zhao Yang. "Modeling and Prediction of Creep Behavior of Polypropylene Packaging Belt." Applied Mechanics and Materials 117-119 (October 2011): 1168–71. http://dx.doi.org/10.4028/www.scientific.net/amm.117-119.1168.
Повний текст джерелаQi, Yi Hui, and Jian Ting Guo. "Tensile Creep Behavior of Two NiAl-Based Alloys." Applied Mechanics and Materials 217-219 (November 2012): 334–37. http://dx.doi.org/10.4028/www.scientific.net/amm.217-219.334.
Повний текст джерелаZhao, Peng, Qu Dong Wang, Chun Quan Zhai, and Wen Jiang Ding. "Tensile and Compressive Creep Behavior of Coarse-Grained Mg-Al-Sr Castings." Materials Science Forum 546-549 (May 2007): 171–74. http://dx.doi.org/10.4028/www.scientific.net/msf.546-549.171.
Повний текст джерелаRen, Wei Li, Jian Ting Guo, Gu Song Li, and Jian Sheng Wu. "Tensile Creep Behavior of NiAl-9Mo Eutectic Alloy." Materials Science Forum 475-479 (January 2005): 763–66. http://dx.doi.org/10.4028/www.scientific.net/msf.475-479.763.
Повний текст джерелаYang, Yang, Peng Li, and Yan Ping Wu. "Tensile Creep Behavior of HPC at Early Ages under Different Curing Temperatures." Advanced Materials Research 250-253 (May 2011): 434–39. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.434.
Повний текст джерелаWU, WEI, and XIAOPING GAO. "Research on mechanical behavior of needle-punched nonwoven fabric." Industria Textila 69, no. 03 (July 1, 2018): 230–34. http://dx.doi.org/10.35530/it.069.03.1410.
Повний текст джерелаChan, K. S., N. S. Brodsky, A. F. Fossum, D. E. Munson, and S. R. Bodner. "Creep-Induced Cleavage Fracture in WIPP Salt Under Indirect Tension." Journal of Engineering Materials and Technology 119, no. 4 (October 1, 1997): 393–400. http://dx.doi.org/10.1115/1.2812275.
Повний текст джерелаDing, J. L., and W. N. Findley. "Simultaneous and Mixed Stress Relaxation in Tension and Creep in Torsion of 2618 Aluminum." Journal of Applied Mechanics 53, no. 3 (September 1, 1986): 529–35. http://dx.doi.org/10.1115/1.3171806.
Повний текст джерелаДисертації з теми "Tensile creep behavior"
DeMaio, Andrew Marc. "The Role of Bonding on the Tensile Creep Behavior of Paper." Diss., Georgia Institute of Technology, 2006. http://hdl.handle.net/1853/16329.
Повний текст джерелаValavala, Pavan Kumar. "Uniaxial Tensile and Creep Behavior of Omnisil Membranes in Membrane Based Wet Electrostatic Precipitator." Ohio University / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1129144907.
Повний текст джерелаEftekhari, Mohammadreza. "Creep, Fatigue, and Their Interaction at Elevated Temperatures in Thermoplastic Composites." University of Toledo / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1470388940.
Повний текст джерелаMellott, Stephen Richard. "Tensile, Creep, and Fatigue Behaviors of Thermoplastics Including Thickness, Mold Flow Direction, Mean Stress, Temperature, and Loading Rate Effects." University of Toledo / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1344541288.
Повний текст джерелаLee, Kok Loong. "Deformation behaviour of Cu-Cr in-situ composite." Thesis, University of Leicester, 2004. http://hdl.handle.net/2381/11077.
Повний текст джерелаSingh, Sandeep. "Thermo-mechanical Behavior of Glass Based Seals for Solid Oxide Fuel Cells." University of Cincinnati / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1288379341.
Повний текст джерелаYu, Cheng-Han. "Anisotropic mechanical behaviors and microstructural evolution of thin-walled additively manufactured metals." Licentiate thesis, Linköpings universitet, Konstruktionsmaterial, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-169054.
Повний текст джерелаAdditiv tillverkning, eller 3D-utskrifter, är tillverkningsmetoder där man skapar ett tredimensionellt objekt genom att tillföra material lager for lager. Till skillnad från konventionella avverkande tillverkningsmetoder elimineras många geometriska begränsningar vilket ger större designfrihet och metoderna har därför väckt stort intresse inom en rad olika områden, inklusive flyg-, fordons- och medicinska tillämpningar. I denna avhandling studeras mekaniska egenskaper hos tunnväggiga komponenter tillverkade med en vanligt förekommande laserbaserad pulverbädds-teknik, laser powder bed fusion (LPBF). Det studerade materialet är Hastelloy X, en Ni-baserad superlegering som är vanligt förekommande for både nytillverkning och reparation av komponenter för gasturbiner. Inverkan av mikrostruktur på deformationsmekanismerna vid förhöjda temperaturer undersöks systematiskt. Detta arbete syftar till att ge grundläggande och generisk kunskap som kan tillämpas på olika materialtyper med en kubiskt tätpackad (FCC) kristallstruktur. Det är vanligt att man hittar en utdragen kornstruktur orsakad av den riktade tillförseln av laserenergi i LPBF-processen, vilket kan relateras till olika processparametrar och kan variera mellan utrustningar frän olika leverantörer. Denna avhandling inleds med studien av effekten av scanningsstrategi vid tillverkning av rostfritt stål 316L i en EOS M290-utrustning. En statistisk texturanalys med hjälp av neutrondiffraktion påvisar en tydlig övergång mellan olika mikrostrukturer när olika scanningsstrategier tillämpas. En scanningsrotation på 67 mellan varje lager är en typisk standardinställning med avsikt att sanka anisotropin i materialet, dock finns den utdragna kornstrukturen oftast kvar. I denna avhandling studeras därför de anisotropa egenskaperna hos material tillverkade med 67 scanningsrotation. Effekten av tunnväggiga strukturer i LPBF undersöks genom att studera en uppsättning platta HX-prover, med olika nominella tjocklekar från 4 mm ner till 1 mm, samt en referensgrupp med cylindriska prov med en diameter på 18 mm. Kristallografisk textur som liknar den av Goss-typ återfinns i de cylindriska proverna vilket gradvis övergår från en fibertextur med <011> i byggriktningen for 4mm-proven till en fibertextur med <001> i tvärriktningen for 1mm-proven. Dragprovning med en töjningshastighet på 10−3 s−1 har utförts på de platta provstavarna från rumstemperatur upp till 700 ℃. En sänkning av styrkan uppvisas när proven blir tunnare, vilket kan antas bero på att det lastbarande tvärsnittet överskattas på grund av den grova ytan. En metod för tvärsnittskalibrering föreslås genom att kompensera for ytråheten, och valet av lämplig ytfinhetsparameter motiveras med hänsyn till den beräknade Taylor-faktorn och förekomsten av restspänningar. Den stora termiska gradienten som uppstår for LPBF-processen inducerar en hög dislokationstäthet vilket höjer materialets styrka och följaktligen uppvisar LPBF HX högre sträckgräns an konventionellt tillverkad, smidda HX, men förmågan till deformationshårdnande samt duktiliteten i materialet sänks samtidigt. Tester utförda i två olika belastningsriktningar, vertikalt respektive horisontellt mot byggriktningen, demonstrerar det anisotropiska mekaniska beteendet. De vertikala testerna uppvisar lägre hållfasthet men bättre duktilitet vilket kan relateras till en större benägenhet for kristallstukturen att rotera när deformationsgraden ökar. Samtidigt är den utdragna kronstukturen ansvarig for den lägre duktiliteten for de horisontella proverna. En övergång från ett duktilt till ett mer sprött beteende noterades vid 700 ℃, och därför initierades ytterligare en studie där tester med två lägre töjningshastigheter, 10−5 s−1 och 10−6 s−1, utfördes vid 700 ℃. Det kan noteras att krypskador återfinns i tester med en långsam deformationshastighet och deformationstvillingar uppstår endast i de vertikala provstavarna där det främst bildas tvillingar i korn orienterade med <111> riktningen längs belastningsriktningen. Den stora förmågan till rotation i kristallstrukturen och deformationstvillingarna bidrar till att den vertikala duktiliteten förblir hög även i testerna med en låg deformationshastighet. Testerna med en långsam draghastighet bidrar därför till en bättre förståelse av krypbeteendet i LPBF Nibaserade superlegeringar. Sammanfattningsvis så bidrar denna avhandling till bättre förståelse av de mekaniska egenskaperna hos LPBF HX i olika utföranden och förhållanden, inklusive geometriberoende, temperaturberoende, deformationshastighetsberoende samt inverkan av kristallografisk textur. Den genererade kunskapen kommer att vara till stor nytta vid fortsatta studier av olika mekaniska egenskaper som utmattning och kryp, samt bidrar till att möjliggöra en mer robust design for LPBF-tillämpningar.
Nicklisch, Felix. "Ein Beitrag zum Einsatz von höherfesten Klebstoffen bei Holz-Glas-Verbundelementen." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2016. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-204784.
Повний текст джерелаWooden constructions are on the rise again – encouraged by a strong public and economic trend towards sustainable and resource efficient buildings. Spurred by this growing interest novel design principles and material assemblies in architecture and the building industry evolve. These developments require further research due to the absence of evaluation tools and insufficient knowledge about their design. Load-bearing timber-glass composite elements could contribute to a more efficient use of materials in façade constructions. In this case a linear adhesive bond connects the glass pane to the timber substructure. This enables an in-plane loading of the glass whose capacity is not used to its full potential in conventional façades as it is solely applied as an infill panel. The quality of the adhesive bond defines the characteristics and the performance of the whole structural component. Structural sealants such as silicones, which are typically used for the joint, provide a high flexibility and only a low load-bearing capacity. Considering such elements being part of a bracing system, the mentioned characteristics limit the application range to buildings with not more than two stories. This thesis widens the scope with an in-depth examination of high-modulus adhesives, which have not yet been evaluated for their use in building constructions. Timber-glass composite elements used as a bracing component in façades are the focus of this work. Neither the full structural component nor the adhesive have yet been included into German building standards. Hence it is essential to assess the general requirements of their application. The relevant aspects are clarified in the context of glass constructions. In addition to the scientific discussion of the results, this approach facilitates also a practical evaluation of the findings, which is a unique feature of this work. The deformability of the adhesive becomes a crucial criterion when selecting the individual materials and designing the timber-glass composite elements. A case study assesses the influence of the adhesive stiffness on the behavior of a single element and its interaction with other members of the structural system. Based on the results, three different stiffness classes are introduced to support the selection process of the adhesives to be examined in further investigations. The experimental part of this work is initiated by a comprehensive characterization of seven shortlisted adhesives. The results enable a further differentiation of suitable materials. Two adhesives qualified as suitable for the main experiments. A silicone adhesive complements the test series to serve as a reference material to the current practice. In the next phase attention is drawn to the ageing stability and on the time-dependent material behavior of the adhesives under long-term loading. Small-scale specimens made from adhesively joint timber and glass pieces are exposed to different ageing scenarios which relate to the impacts typically encountered in façades. Beyond that, creep tests are carried out on small and large shear specimen. The latter provide extra benefit as they comprise long linear adhesive joints resembling virtually the situation in a real-size element. A specific long-term test rig was developed for this purpose comprising a loading unit with gas pressurized springs. Based on the results it can be concluded that joints with adhesives of high and intermediate stiffness enable an increase of characteristic failure loads and a significant reduction of deformation. With the stiffer joint near-surface rupture of timber fibers becomes the prevailing failure mechanism. The timber strength limits further loading of the adhesive joint. However, ageing and creep testing reveal also shortcomings of the adhesives. Their application can only be recommended if redundant compensation measures are taken or the joint is protected against critical environmental impacts. Appropriate solutions are proposed with the final recommendations of this work. Methods and assessment tools that have been developed and tested for this work offer the possibility of a more straight-forward evaluation of further promising adhesives and their use in load-bearing timber-glass composites
Darquennes, Aveline. "Comportement au jeune âge de bétons formulés à base de ciment au laitier de haut-fourneau en condition de déformations libre et restreinte." Doctoral thesis, Universite Libre de Bruxelles, 2009. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/210239.
Повний текст джерела1. Lors du suivi du retrait restreint à l’aide de l’essai à l’anneau en condition de dessiccation, le béton formulé à base de ciment au laitier de haut-fourneau a fissuré bien avant le béton formulé à base de ciment Portland.
2. Le retrait total en condition libre du béton formulé à base de ciment au laitier de haut-fourneau est nettement supérieur à celui du béton formulé à base de ciment Portland. Cette différence de comportement est principalement due à l’accroissement rapide et plus élevé du retrait endogène des bétons formulés à base de ciment au laitier de haut-fourneau.
Au vu de ces résultats expérimentaux, il a semblé intéressant de déterminer quel était l’impact de la déformation endogène des bétons formulés à base de ciments au laitier de haut-fourneau (CEM III) sur leur sensibilité à la fissuration. Afin de répondre à cette question, les déformations différées (retrait endogène, fluage propre en compression et en traction) au jeune âge de trois compositions de béton avec différentes teneurs en laitier (0, 42 et 71%) ont été étudiées expérimentalement en conditions libre et restreinte. Cependant, le suivi du retrait endogène libre et restreint a nécessité le développement de plusieurs dispositifs expérimentaux limitant au maximum les artefacts de mesure, tels que la TSTM (Temperature Stress Testing Machine). De plus, l’interprétation de ces résultats expérimentaux a également nécessité une caractérisation du comportement de ces matériaux à l’échelle macro- et microscopique.
Finalement, cette étude a montré que malgré une déformation endogène plus élevée, les bétons formulés à base de ciment au laitier de haut-fourneau fissurent après le béton formulé à base de ciment Portland. Ce comportement est dû à :
-l’impact du laitier sur la réaction d’hydratation du matériau cimentaire ;
-la présence d’une expansion de la matrice cimentaire des bétons formulés à base de ciment au laitier de haut-fourneau au jeune âge qui retarde l’apparition des contraintes de traction au sein du matériau ;
-la plus grande capacité de ces matériaux cimentaires à relaxer les contraintes de traction/
Today, the use of concretes with mineral additions (fly ash, slag) for civil engineering structures is spreading worldwide. Indeed, the production of blended cements is more respectful of the environment than the production of Portland cement, because it allows reducing greenhouse gas emissions and using industrial wastes. Slag cement concretes are also largely used for their good resistance to alkali-silica reactions, sulphate attacks and chloride diffusion. However, some of constructions built with slag cement concretes have exhibited cracking at early age due to their restrained deformations, such as thermal, autogenous and drying shrinkage. Following these observations, a preliminary experimental study was realized in the laboratory of BATir Department at ULB. It revealed several characteristics of the behaviour of slag cement concretes:
1. The study of restrained deformations under drying conditions by means of ring tests showed that the slag cement concretes seem more prone to crack than the Portland cement concretes;
2. The total free shrinkage for slag cement concrete is clearly larger than for Portland cement concrete. This difference of behaviour is mainly due to the fast and large increase in the autogenous deformation of the slag cement concrete.
Following these experimental results, the effect of the autogenous deformation on the cracking sensibility of slag cement concretes seemed interesting to investigate. Their deformations (autogenous deformation, compressive and tensile basic creep) have been studied at early age for three concretes characterized by different slag contents (0, 42 and 71%) under free and restrained conditions. For monitoring free and restrained autogenous deformations, several test rigs aimed at limiting artefacts were designed, like the TSTM (Temperature Stress Testing Machine). Moreover, the behaviour of these concretes was also characterized by a study at a macro- and microstructure scale.
Finally, this study shows that the slag cement concretes under sealed and fully restrained conditions crack later than the Portland cement concrete, despite the fact that they are characterized by the largest autogenous deformation. This behaviour is due to:
- the slag effect on the hydration reaction of cementitious material;
- the cement matrix expansion of the slag cement concretes at early age which delays the occurrence of tensile stresses inside the material;
- the largest capacity of this concrete to relax tensile stresses.
Doctorat en Sciences de l'ingénieur
info:eu-repo/semantics/nonPublished
Chuang, Bei-Fu, and 莊焙富. "Process Temperatures and Tensile Sress Effects on the Creep Tensile Behavior of Polyester Yarns." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/57236533909537601558.
Повний текст джерела國立屏東科技大學
土木工程系所
100
The objective of the study is to investigate the effects of stressing and heating procedures during geogrid manufacture process on the tensile and creep behavior of polyester yarns. Three types of polyester yarns were used in the study. The nominal unit weight of the polyester yarns were 2000, 1500, and 2000 deniers for Type A, Type B, and Type C products, respectively. The test yarns were also treated under heating temperatures of 150C and 170C, and stressing at various loadings. After the heating and stressing process, the treated yarns were also evaluated their tensile strength and creep behavior according to ASTM D2256, ASTM D5262, and ASTM D6992 test methods. The polyester yarn shrinkage was observed under the heating process, higher heating process would induce higher shrinkage strain. A minimum of 5% UTS ~ 7.5% UTS prestressing load could be applied to eliminate the shrinkage strain. However, when the prestressing load increased up to 10% UTS, the stress strain tensile test curve changed from an S-Type curve to a near initial straight line failure curve. The initial creep strain of the convention long term creep tests for the treated products decreased as increasing pre-stressing loads and showed good repeatability. The creep strain rates were 0.0941~0.1017 %/log (t, H), 0.0895~0.1327 %/log (t, H), and 0.0499~0.0577 %/log (t, H) for Types A, B, and Type C polyester yarns, respectively. The creep strain rates also decreased as increasing the treated temperatures. The accelerated creep test (SIM) results indicated that the analyzed master creep curves using reference lag time (t-t’) of 3000 s would fit the best with that obtained from associated conventional creep tests. SEM test results indicated that no significant difference between the non-treated and treated samples before the creep test. However, a few dent spots and uneven waving surface areas on the scanning pictures of the treated samples after 1000 hours of conventional creep test were observed. The effects of the treated process and long term tensile load on the engineering behavior of polyester yarn need further investigation.
Книги з теми "Tensile creep behavior"
C, Goldsby Jon, and United States. National Aeronautics and Space Administration., eds. Tensile creep behavior of polycrystalline alumina fibers. [Washington, DC]: National Aeronautics and Space Administration, 1993.
Знайти повний текст джерелаC, Goldsby J., and United States. National Aeronautics and Space Administration., eds. Tensile creep behavior of polycrystalline alumina fibers. [Washington, DC]: National Aeronautics and Space Administration, 1993.
Знайти повний текст джерелаC, Goldsby Jon, DiCarlo James A, and United States. National Aeronautics and Space Administration., eds. Tensile creep and stress-rupture behavior of polymer derived SiC fibers. [Washington, DC]: National Aeronautics and Space Administration, 1994.
Знайти повний текст джерелаC, Goldsby Jon, DiCarlo James A, and United States. National Aeronautics and Space Administration., eds. Tensile creep and stress-rupture behavior of polymer derived SiC fibers. [Washington, DC]: National Aeronautics and Space Administration, 1994.
Знайти повний текст джерелаH, Titran Robert, and United States. National Aeronautics and Space Administration., eds. Tensile and creep-rupture behavior of P/M processed Nb-base alloy, WC-3009. [Washington, DC]: National Aeronautics and Space Administration, 1989.
Знайти повний текст джерелаH, Titran Robert, and United States. National Aeronautics and Space Administration., eds. Tensile and creep-rupture behavior of P/M processed Nb-base alloy, WC-3009. [Washington, DC]: National Aeronautics and Space Administration, 1989.
Знайти повний текст джерелаC, Goldsby Jon, DiCarlo James A, and United States. National Aeronautics and Space Administration., eds. Effects of thermal treatment on tensile creep and stress-rupture behavior on Hi-Nicalon SiC fibers. [Washington, D.C.]: National Aeronautics and Space Administration, 1995.
Знайти повний текст джерелаC, Goldsby J., DiCarlo James A, and United States. National Aeronautics and Space Administration., eds. Tensile creep and stress-rupture behavior of polymer derived SiC fibers. [Washington, DC]: National Aeronautics and Space Administration, 1994.
Знайти повний текст джерелаMehmet, Uz, and United States. National Aeronautics and Space Administration., eds. Effects of thermomechanical processing on tensile and long-time creep behavior of Nb-1%Zr-0.1%C sheet. [Washington, DC: National Aeronautics and Space Administration, 1994.
Знайти повний текст джерелаA, DiCarlo James, and United States. National Aeronautics and Space Administration., eds. Thermomechanical behavior of advanced SiC fiber multifilament tows. [Washington, DC]: National Aeronautics and Space Administration, 1997.
Знайти повний текст джерелаЧастини книг з теми "Tensile creep behavior"
Ren, Wei Li, Jian Ting Guo, Gu Song Li, and Jian Sheng Wu. "Tensile Creep Behavior of NiAl-9Mo Eutectic Alloy." In Materials Science Forum, 763–66. Stafa: Trans Tech Publications Ltd., 2005. http://dx.doi.org/10.4028/0-87849-960-1.763.
Повний текст джерелаAlsagabi, Sultan, Somayeh Pasebani, and Indrajit Charit. "High Temperature Tensile Properties and Related Microstructural Evolution in Grade 92 Steel." In Mechanical and Creep Behavior of Advanced Materials, 229–42. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-51097-2_18.
Повний текст джерелаJun, Joong Hwan, Bong Koo Park, Jeong Min Kim, Ki Tae Kim, and Woon Jae Jung. "Microstructure and Tensile Creep Behavior of Mg-Nd-RE-Ca Casting Alloys." In The Mechanical Behavior of Materials X, 557–60. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-440-5.557.
Повний текст джерелаAgnew, S. R., K. C. Liu, E. A. Kenik, and S. Viswanathan. "Tensile and Compressive Creep Behavior of Die Cast Magnesium Alloy AM60B." In Magnesium Technology 2000, 285–90. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118808962.ch39.
Повний текст джерелаAgnew, S. R., S. Viswanathan, E. A. Payzant, Q. Han, K. C. Liu, and E. A. Kenik. "Tensile and Compressive Creep Behavior of Magnesium Die Casting Alloys Containing Aluminum." In Magnesium Alloys and their Applications, 685–92. Weinheim, FRG: Wiley-VCH Verlag GmbH & Co. KGaA, 2006. http://dx.doi.org/10.1002/3527607552.ch108.
Повний текст джерелаVrijdaghs, Rutger, Marco di Prisco, and Lucie Vandewalle. "Uniaxial Tensile Creep Behavior of Two Types of Polypropylene Fiber Reinforced Concrete." In International Congress on Polymers in Concrete (ICPIC 2018), 383–88. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78175-4_48.
Повний текст джерелаZhao, Peng, Qu Dong Wang, Chun Quan Zhai, and Wen Jiang Ding. "Tensile and Compressive Creep Behavior of Coarse-Grained Mg-Al-Sr Castings." In Materials Science Forum, 171–74. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-432-4.171.
Повний текст джерелаSha, Jan Ji, J. S. Park, Tatsuya Hinoki, Akira Kohyama, and J. Yu. "Tensile Properties and Creep Behavior of SiC-Based Fibers under Various Oxygen Partial Pressures." In Materials Science Forum, 1333–36. Stafa: Trans Tech Publications Ltd., 2005. http://dx.doi.org/10.4028/0-87849-960-1.1333.
Повний текст джерелаMao, Yong, and Masuo Hagiwara. "Tensile Properties and Creep Behavior of Compositional Modified Orthorhombic Ti2AlNb Alloys." In THERMEC 2006, 1549–52. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-428-6.1549.
Повний текст джерелаAlmansour, Amjad, Emmanuel Maillet, and Gregory N. Morscher. "Tensile Creep and Rupture Behavior of Different Fiber Content and Type Single Tow SIC/SIC Minicomposites." In Mechanical Properties and Performance of Engineering Ceramics and Composites X, 11–19. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119211310.ch2.
Повний текст джерелаТези доповідей конференцій з теми "Tensile creep behavior"
Chang, Le, Changyu Zhou, and Xiaohua He. "Room Temperature Creep Behavior and its Effect on Tensile Properties of CP-Ti." In ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65129.
Повний текст джерелаAlam, Mohammad S., Jeffrey C. Suhling, and Pradeep Lall. "High temperature tensile and creep behavior of lead free solders." In 2017 16th IEEE Intersociety Conference on Thermal and Thermomechanical Phenomena in Electronic Systems (ITherm). IEEE, 2017. http://dx.doi.org/10.1109/itherm.2017.7992625.
Повний текст джерелаKhalifa, Tarek A., Tamer S. Mahmoud, and Alexander M. Korsunsky. "Tensile and Creep Behavior of Extruded AA6063∕SiC[sub p] Al MMCs." In CURRENT THEMES IN ENGINEERING SCIENCE 2009: Selected Presentations at the World Congress on Engineering-2009. AIP, 2010. http://dx.doi.org/10.1063/1.3366502.
Повний текст джерела"Creep Behavior and Tensile Properties of GFRP Bars under Sustained Service Loads." In SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium. American Concrete Institute, 2011. http://dx.doi.org/10.14359/51682449.
Повний текст джерелаSalekeen, Siarajus, Mohammad M. Rahman, Hassan Mahfuz, and Shaik Jeelani. "Long-Term Creep and Creep Rupture Behavior of Woven Ceramic Matrix Composites at Elevated Temperatures." In ASME 2004 International Mechanical Engineering Congress and Exposition. ASMEDC, 2004. http://dx.doi.org/10.1115/imece2004-60936.
Повний текст джерелаPujar, Vijay V., and Gregory N. Morscher. "Tensile Creep Behavior of Melt-Infiltrated SiC-SiC Composites for Gas Turbine Engine Applications." In ASME Turbo Expo 2007: Power for Land, Sea, and Air. ASMEDC, 2007. http://dx.doi.org/10.1115/gt2007-27491.
Повний текст джерелаShimomura, T., Y. Aoki, and H. Obata. "Simulation of Time-dependent Tensile Behavior of Concrete under Various Loading and Drying Path." In Ninth International Conference on Creep, Shrinkage, and Durability Mechanics (CONCREEP-9). Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413111.050.
Повний текст джерелаHamelin, Cory J., and Warwick M. Payten. "Predicting the Creep Rupture Behavior of Austenitic Steel Using Finite Element Analysis." In ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45823.
Повний текст джерелаRuggles-Wrenn, M. B., S. S. Musil, S. Mall, and K. A. Keller. "Creep Behavior of Nextel™ 610/Monazite/Alumina Composite at Elevated Temperatures." In ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-81993.
Повний текст джерелаJung, Hyun-Woo, Yun-Jae Kim, Yukio Takahashi, Kamran Nikbin, Catrin M. Davies, and Robert A. Ainsworth. "The Effect of Cyclic Hardening Model on Deformation Behavior of Cracked Body Under Creep-Fatigue Loading Condition." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21356.
Повний текст джерелаЗвіти організацій з теми "Tensile creep behavior"
Titran, R. H., and M. Uz. Effects of thermomechanical processing on tensile and long-time creep behavior of Nb-1%Zr-0.1%C sheet. Office of Scientific and Technical Information (OSTI), July 1994. http://dx.doi.org/10.2172/10161712.
Повний текст джерелаLiu and Nixon. L52305 Probabilistic Analysis of Pipeline Uplift Resistance. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), June 2010. http://dx.doi.org/10.55274/r0000002.
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