Relevant bibliographies by topics / Multiaxial Strength

Contents

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

Academic literature on the topic 'Multiaxial Strength'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Multiaxial Strength.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Multiaxial Strength"

1

Kawai, M. "Anisotropic size effect law for notched strength of unidirectional carbon/epoxy laminates – Part 1: Formulation." Journal of Composite Materials 51, no. 5 (July 28, 2016): 593–602. http://dx.doi.org/10.1177/0021998316651481.

Full text
Abstract:
A multiaxial quasi-brittle failure criterion for notched orthotropic composites is developed with an emphasis on establishment of an analytical formula to predict their anisotropic notched strength for any notch size under any multiaxial proportional loading. It is formulated by replacing the principal unnotched strengths with the principal notched strengths in the framework of the Tsai–Hill static failure criterion for orthotropic composites. The effects of notch size and specimen width on the principal notched strengths are described by means of the Suo-Ho-Gong model that can consider notch ductile-to-brittle transition. From the proposed multiaxial quasi-brittle failure criterion, an analytical formula is derived to predict the notched strength of finite orthotropic composite plates under multiaxial proportional loading at any angle with the principal directions of material anisotropy. The notched strength prediction formula involves a generalized notch sensitivity parameter that can be defined for any multiaxial state of stress. The multiaxial notch sensitivity parameter allows uniquely defining an intrinsic equivalent mode-I fracture toughness that is independent of notch size as well as of specimen width for any multiaxial proportional loading. Furthermore, an anisotropic size effect law for apparent equivalent mode-I fracture toughness that considers not only the effect of notch size but also the effect of specimen width is derived from the failure criterion. Finally, a quasi-brittle failure criterion for notched interface is briefly discussed as a particular case of the proposed quasi-brittle failure criterion for notched orthotropic composites.
APA, Harvard, Vancouver, ISO, and other styles
2

Qin, Li Kun, Ling Xia Gao, and Hong Wei Song. "Influence of Freeze-Thaw Cycles on Multiaxial Strength of Concrete." Applied Mechanics and Materials 405-408 (September 2013): 2715–18. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.2715.

Full text
Abstract:
Mechanical properties experiments of concrete after 0, 25, 50 and 75 freeze-thaw cycles under uniaxial and multiaixial compression were carried out. The uniaxial and multiaxial compressive strengths of ordinary concrete after freeze-thaw cycles were measured. According to the experiment results, the influence of freeze-thaw cycles on the ultimate compressive and tensile strength was analyzed systematically. The influence law of freeze-thaw cycles on compressive strength of concrete under multiaxial compression was obtained. The results indicate that the compressive strength of ordinary concrete after freeze-thaw cycles under multiaxial compression is higher than that under uniaxial compression, and the degree of improvement is depended on its stress ratio. This conclusion can propose theoretical foundation for design of concrete structures in cold environment
APA, Harvard, Vancouver, ISO, and other styles
3

Berto, Filippo, Alberto Campagnolo, Torgeir Welo, Sabrina Vantadori, and Andrea Carpinteri. "Multiaxial fatigue strength of titanium alloys." Frattura ed Integrità Strutturale 11, no. 41 (June 28, 2017): 79–89. http://dx.doi.org/10.3221/igf-esis.41.12.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Philippidis, T. P., and A. P. Vassilopoulos. "Fatigue Strength Prediction under Multiaxial Stress." Journal of Composite Materials 33, no. 17 (September 1999): 1578–99. http://dx.doi.org/10.1177/002199839903301701.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Ozdemir, Huseyin, and Kadir Bilisik. "Off-Axis Flexural Properties of Multiaxis 3D Basalt Fiber Preform/Cementitious Concretes: Experimental Study." Materials 14, no. 11 (May 21, 2021): 2713. http://dx.doi.org/10.3390/ma14112713.

Full text
Abstract:
Multiaxis three-dimensional (3D) continuous basalt fiber/cementitious concretes were manufactured. The novelty of the study was that the non-interlace preform structures were multiaxially created by placing all continious filamentary bundles in the in-plane direction of the preform via developed flat winding-molding method to improve the fracture toughness of the concrete composite. Principle and off-axis flexural properties of multiaxis three-dimensional (3D) continuous basalt fiber/cementitious concretes were experimentally studied. It was identified that the principle and off-axis flexural load-bearing, flexural strength and the toughness properties of the multiaxis 3D basalt concrete were extraordinarily affected by the continuous basalt filament bundle orientations and placement in the pristine concrete. The principle and off-axis flexural strength and energy absorption performance of the uniaxial (B-1D-(0°)), biaxial ((B-2D-(0°), B-2D-(90°) and B-2D-(+45°)), and multiaxial (B-4D-(0°), B-4D-(+45°) and B-4D-(−45°)) concrete composites were considerably greater compared to those of pristine concrete. Fractured four directional basalt concretes had regional breakages of the brittle cementitious matrix and broom-like damage features on the filaments, fiber-matrix debonding, intrafilament bundle splitting, and minor filament entanglement. Multiaxis 3D basalt concrete, particularly in the B-4D structure, controlled the crack phenomena and it was recognized as a more damage-tolerant material than the neat concrete.
APA, Harvard, Vancouver, ISO, and other styles
6

Garcia, Martin, Claudio A. Pereira Baptista, and Alain Nussbaumer. "Multiaxial fatigue study on steel transversal attachments under constant amplitude proportional and non-proportional loadings." MATEC Web of Conferences 165 (2018): 16007. http://dx.doi.org/10.1051/matecconf/201816516007.

Full text
Abstract:
In this study, the multiaxial fatigue strength of full-scale transversal attachment is assessed and compared to original experimental results and others found in the literature. Mild strength S235JR steel is used and an exploratory investigation on the use of high strength S690QL steel and the effect of non-proportional loading is presented. The study focuses on non-load carrying fillet welds as commonly used in bridge design and more generally between main girders and struts. The experimental program includes 33 uniaxial and multiaxial fatigue tests and was partially carried out on a new multiaxial setup that allows proportional and non-proportional tests in a typical welded detail. The fatigue life is then compared with estimations obtained from local approaches with the help of 3D finite element models. The multiaxial fatigue life assessment with some of the well-known local approaches is shown to be suited to the analysis under multiaxial stress states. The accuracy of each models and approaches is compared to the experimental values considering all the previously cited parameters.
APA, Harvard, Vancouver, ISO, and other styles
7

KOBAYASHI, Koichi, Jun SAKAI, and Makoto SAKAMOTO. "Multiaxial Strength Behaviour of Bovine Trabecular Bone." Proceedings of the JSME Bioengineering Conference and Seminar 2000.11 (2000): 81–82. http://dx.doi.org/10.1299/jsmebs.2000.11.0_81.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Huddleston, R. L. "An Improved Multiaxial Creep-Rupture Strength Criterion." Journal of Pressure Vessel Technology 107, no. 4 (November 1, 1985): 421–29. http://dx.doi.org/10.1115/1.3264476.

Full text
Abstract:
An improved strength model is developed for predicting creep rupture under multiaxial stress states. The new model incorporates three independent stress parameters and distinguishes between life under tensile versus compressive stress states. Assessments of the new model based on experimental biaxial creep-rupture data for type 304 stainless steel tested at 593°C show the new model to be significantly more accurate than the classical criteria of von Mises, Tresca, or Rankine.
APA, Harvard, Vancouver, ISO, and other styles
9

Ashour, Hamdy A. "A compressive strength criterion for anisotropic rock materials." Canadian Geotechnical Journal 25, no. 2 (May 1, 1988): 233–37. http://dx.doi.org/10.1139/t88-027.

Full text
Abstract:
This paper proposes a general compressive strength criterion for anisotropic rock materials under multiaxial states of stress. The proposed criterion is a generalization of the Von Mises' criterion for yielding of ductile metals, which has also been used previously as a strength criterion for brittle fracture in the spirit of both being limits of linear elastic behavior. The presently proposed criterion takes into consideration the effects of the confining pressure, the various stress components, and the material anisotropy on rock material failure in a multiaxial stress state. To verify the applicability of the proposed criterion, it has been used to construct the failure envelopes for several types of rock materials. Consequently, the constructed failure envelopes and the corresponding experimental results have been compared. In all cases, a close agreement with the experimental results has been achieved. This result demonstrates the versatility and applicability of the proposed strength criterion in representing the compressive strength behavior of anisotropic rock materials under complex multiaxial states of stress. Key words: strength, rock materials, anisotropy.
APA, Harvard, Vancouver, ISO, and other styles
10

Wang, Yumei, Zhiheng Deng, Jianzhuang Xiao, and Jun Sheng. "Mechanical properties of recycled aggregate concrete under multiaxial compression." Advances in Structural Engineering 23, no. 12 (May 4, 2020): 2529–38. http://dx.doi.org/10.1177/1369433220916934.

Full text
Abstract:
The mechanical properties of recycled aggregate concrete under multiaxial compression were tested by servo-controlled setup (TAWZ-5000/3000). Properties of strength and stress–strain relation were obtained, and the influence factors of stress ratio and recycled coarse aggregate replacement ratio were analyzed. The results show that the strength of recycled aggregate concrete under multiaxial compression is higher than that of under uniaxial state, the stress ratio and recycled coarse aggregate replacement ratio have obvious effect on strength, and the shape of stress–strain curve is also varied with different levels of the two factors. Failure criterion can reflect the strength relation for recycled concrete under multiaxial stress state. Kupfer’s failure criterion is selected to describe strength properties under biaxial stress state, and the failure envelope reflects the energy absorption of different mix series. Based on octahedral stress theory, the tensile and compressive meridians have been proposed to analyze the strength characteristics under triaxial compression, and the theoretical values are well coherent with the test data.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Multiaxial Strength"

1

Hallett, Joseph F. "Multiaxial strength and fatigue of rubber compounds." Thesis, Loughborough University, 1997. https://dspace.lboro.ac.uk/2134/6759.

Full text
Abstract:
Despite real applications having complex triaxial loading, current physical test methods to predict component behaviour are mainly uniaxial. But previous work has indicated that there may be substantial differences between the rubber's uniaxial and biaxial behaviour and hence through incompressibility, its triaxial properties. In order to quantify these differences equipment was developed to assess the biaxial performance of selected rubber compounds using inflated circular diaphragms. Although allowing higher extensions than stretching a sheet in its own plane, such tests do not allow stress and strain to be measured directly, requiring careful marking of the sample, or calculation through simulation. On the grounds of perceived accuracy, the latter was chosen, requiring accurate, general, elastic constants to high extensions. In this thesis the development of this apparatus, along with the associated techniques is described, along with the development of a new elastic theory. The tests on this new apparatus indicated significant differences between the uniaxial and biaxial strength and fatigue of rubber. In a unimdal test natural rubber (NR) is much stronger than styrene butadiene rubber (SBR) below 35pphr of carbon black. In a biaxial test though the converse is true, although there is some evidence of crystallinity in NR during the biaxial test. Distinct differences were also found in fatigue between the two load cases. When plotted against extension ratio the biaxial life of SBR was found to increase, while the converse is true for NR. However if life is plotted against a function of strain energy, the biaxial life of both polymers increases for a given energy.
APA, Harvard, Vancouver, ISO, and other styles
2

Limprasert, Tawan. "Behaviour of soil, soil-cement and soil-cement-fiber under multiaxial test." Ohio University / OhioLINK, 1995. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1179260769.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Scott-Emuakpor, Onome Ejaro. "Development of a novel energy-based method for multi-axial fatigue strength assessment." Columbus, Ohio : Ohio State University, 2007. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1196280356.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Mička, Jan. "Únavová životnost ocelových vzorků při axiálním, torzním a kombinovaném axiálně-torzním namáhání." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2016. http://www.nusl.cz/ntk/nusl-241133.

Full text
Abstract:
The master’s thesis deals with the fatigue life prediction under multiaxial cyclic loading. First, the fatigue process is discussed and the methods for fatigue life prediction under uniaxial and multiaxial loading are described. In the practical part, the accuracy of selected criteria is assessed based on experimental data obtained on cylindrical samples made of 1.2210 steel that were tested under synchronous symmetric axial-torsion loading. Application of criteria requires to determine the fatigue strength under pure axial and torsional loading.
APA, Harvard, Vancouver, ISO, and other styles
5

Gabrion, Xavier. "Contributions à la caractérisation d'un matériau composite thermoplastique thermostable : Application à des structures cylindriques sous sollicitations multiaxiales." Thesis, Besançon, 2014. http://www.theses.fr/2014BESA2012.

Full text
Abstract:
Ce travail de thèse, en partenariat avec l’entreprise ALSTOM, s’inscrit dans une logique de remplacement de pièces industrielles en alliage métallique par des pièces composites pour l’allègement des structures. L’objectif est de contribuer à l’écriture de règles de dimensionnement permettant au partenaire industriel de certifier des pièces structurales annulaires réalisées en composite à matrice thermoplastique thermostable (TPTS) renforcée par des fibres de carbone pour des applications embarquées sur machine tournante. Il s’agit plus exactement de déterminer la durée de vieen fatigue de ces pièces, en particulier en présence d’endommagement, et lorsque celles -ci sont soumises aux chargements inertiels et thermiques de service.Au cours de ce travail de thèse, une méthodologie a été développée afin de répondre à cette demande. La stratégie a consisté à reproduire,à l’échelle d’éprouvettes de laboratoire, l’état de contrainte multi-axial et l’endommagement auxquels la structure industrielle est soumise, et ce en développant et optimisant un essai de traction sur des éprouvettes annulaires entaillées. Les essais multi axiaux plus classiques mettant en œuvre des sollicitations par pression interne présentent effectivement de nombreux problèmes techniques et sécuritaires lorsqu’ils doivent être mis en œuvre à chaud.Une fois la configuration d’essai sur anneau optimisé par simulation numérique, des essais ont été réalisés afin de confirmer l’apparition des endommagements escomptés à l’aide de techniques de contrôle non-destructif. Les essais cycliques réalisés dans cette configuration ont montré une excellente résistance du matériau en fatigue, en particulier pour un ratio de chargement R de 0.5, proche des conditions de service. Les résultats ont également soulignés le fort potentiel restant de ces structures, même après un grand nombre de cycles de chargement
The objective of this thesis work, in partnership with ALSTOM Company, is to contribute to the writing of design rules in order to qualify and certify annular structures made of thermostable thermoplastic matrix composite reinforced by carbon fibre. These structures are used in rotating machines for embedded applications.This work proposes an innovative methodology to achieve this goal. It consists in reproducing, at the scale of a laboratory specimen, the multiaxial stress and damage states to which the industrial structure is subjected in-service byoptimizing a tensile test on annular notched specimen. More conventional multiaxial tests, based on internal pressureand tensile loading are particularly unsafe and difficult to be performedwhen implemented at elevated temperature.After the optimisation of the ring configuration by numerical simulation, experimental tests were performed to validatethe appearance of the expected damage under loading. Damage was characterized using non-destructive techniques suchas acoustic emission and infrared thermography. The cyclic tests achieved using this configuration showed high fatiguestrength of this material, in particular for a ratio R of 0.5 (equivalent to thein-service ratio). The results also highlight thegreat remaining strength and rigidity of these structures, even after a large number of cycles
APA, Harvard, Vancouver, ISO, and other styles
6

Kohlman, Lee W. "Evaluation of Test Methods for Triaxial Braid Composites and the Development of a Large Multiaxial Test Frame for Validation Using Braided Tube Specimens." University of Akron / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=akron1333047848.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Hotait, Mohammad Adel. "A Theoretical and Experimental Investigation on Bending Strength and Fatigue Life of Spiral Bevel and Hypoid Gears." The Ohio State University, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=osu1296853688.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Cerveira, Renato Luiz Lehnert Portela. "Caracterização experimental do comportamento mecânico sob solicitação multiaxial em junções de chapas AA2024-T3 soldadas por fricção-mistura (\'FSW\')." Universidade de São Paulo, 2008. http://www.teses.usp.br/teses/disponiveis/3/3151/tde-17112008-161426/.

Full text
Abstract:
Este trabalho tem o intuito de analisar a junção realizada pelo processo de soldagem por fricção-mistura (FSW) pelo do teste de Arcan. É apresentada inicialmente uma revisão bibliográfica dos estudos já realizados nessa área e da teoria relevante. Foram realizados ensaios para avaliar a falha da junta sob carregamento multiaxial quando comparada à falha do material base. Para a realização dos ensaios utilizouse uma máquina de tração com capacidade de 50 kN. Foi projetado e construído um dispositivo de Arcan modificado, que permite a variação do ângulo com o qual a força de tração é aplicada. Os resultados práticos demonstraram as características de resistência da junção por FSW quando sujeita à forças de tração e cisalhamento. Os resultados obtidos servem como base para comparação entre junções feitas por FSW e por métodos convencionais como a utilização de rebites (prática muito comum na indústria aeronáutica).
The aim of this work is to analyze the junction made by Friction Stir Welding (FSW) using the Arcan test. Initially is presented a review of the studies carried out in this area and the relevant theory for the project. Tests were executed in order to evaluate the failure of the welding under multiaxial loading when compared to the failure of the base material. In order to execute the Arcan Tests, a tensile test machine with nominal capacity of 50 kN was used. A modified Arcan device, that allows an angle variation of the force applied, was developed and fabricated. The practical results demonstrate the FSW joint resistance characteristics when subjected to normal and shear forces. The results obtained serve as basis to compare the junctions made using FSW and conventional joint methods like rivets (very common practice in the aeronautical industry).
APA, Harvard, Vancouver, ISO, and other styles
9

Tiwari, Shreevant. "Methods for atomistic input into the initial yield and plastic flow criteria for nanocrystalline materials." Diss., Georgia Institute of Technology, 2014. http://hdl.handle.net/1853/53059.

Full text
Abstract:
Nanocrystalline (NC) metals and alloys are known to possess superior mechanical properties, e.g., strength, hardness, and wear-resistance, as compared to conventional microcrystalline materials. NC metals are characterized by a mean grain size <100 nm; in this grain size regime, inelastic deformation can occur via a combination of interface-mediated mechanisms viz., grain boundary sliding/migration, and dislocation nucleation from grain boundary sources. Recent studies have suggested that these interface-mediated inelastic deformation mechanisms in fcc metals are influenced by non-glide stresses and interfacial free volume, unlike dislocation glide mechanisms that operate in microcrystalline fcc metals. Further, observations of tension-compression strength asymmetry in NC metals raise the possibility that yield and inelastic flow in these materials may not be adequately described by solely the deviatoric stress. Unfortunately, most literature concerning the mechanical testing of NC metals is limited to uniaxial deformation or nanoindentation techniques, and the multiaxial deformation behavior is often predicted assuming initially isotropic yield and subsequent flow normal to the yield surface. The primary objective of this thesis is to obtain a better understanding of the nature of inelasticity in NC metals by simulating multiaxial deformation at the atomistic resolution, and developing methods to interpret the results in ways that would be useful from a continuum constitutive modeling viewpoint. First, we have presented a novel, statistical mechanics-based approach to unambiguously resolve the elastic-plastic transition as an avalanche in the proliferation of mobile defects. This approach is applied to nanocrystalline Cu to explore the influence of pressure and multiaxial stress states on the inelastic deformation behavior. The results suggest that initial yield in nanocrystalline Cu under biaxial loading is only weakly anisotropic in the 5 nm grain size regime, and that plastic flow evolves in a direction normal to the von Mises yield surface. However, triaxial deformation simulations reveal a significant effect of the superimposed hydrostatic stress on yielding under shear. These results are analyzed in detail in order to assess the influence of pre-existing internal stresses and interfacial excess volume on the inelastic deformation behavior. Further, we have studied the effects of imposed hydrostatic pressure on the shear deformation behavior of Cu bicrystals containing symmetric tilt interfaces, as well as Cu nanocrystals of different grain sizes. Most interfaces exhibit an increase in shear strength with imposed compressive hydrostatic pressure. However, for some interfaces, this trend is reversed. Neither the sign nor the magnitude of the pressure-induced elevation in shear strength appears to correlate with interface structure or particular deformation mechanism(s). In Cu nanocrystals, we observe that imposed compressive pressure leads to strengthening under shear deformation, and the effect of imposed pressure on the shear strength becomes stronger with increase in grain size or temperature. Activation parameters for shear deformation have been computed for these nanocrystals, and computed values seem to agree with existing experimental and theoretical estimates. Finally, we have proposed some modifications to conventional isothermal molecular dynamics algorithms, in order to isolate dislocation nucleation events from interfacial sources, and thereby permit explicit computation of the activation parameters for such events.
APA, Harvard, Vancouver, ISO, and other styles
10

Curbach, Manfred, and Kerstin Speck. "Versuchstechnische Ermittlung und mathematische Beschreibung der mehraxialen Festigkeit von ultra-hochfestem Beton (UHPC) - Zweiaxiale Druckfestigkeit; Im Rahmen des Schwerpunktprogramms 1182 Nachhaltiges Bauen mit Ultra-Hochfestem Beton (UHPC)." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2007. http://nbn-resolving.de/urn:nbn:de:swb:14-1188817107167-18408.

Full text
Abstract:
Der vorliegende Bericht beschreibt das Verhalten von ultrahochfestem Beton unter zweiaxialer Druckbeanspruchung. Bisher wurden ein Feinkornbeton und zwei Grobkornbetone mit unterschiedlichen Faserzusätzen untersucht. Die Zylinderdruckfestigkeiten nach 28 Tagen betragen rund 150, 160 und 170 N/mm². Besonders bei dem Feinkornbeton wurde eine überwiegend horizontale Ausrichtung der Stahlfasern festgestellt, die zu einer Anisotropie im Materialverhalten führte. Zusammenfassend muss festgestellt werden, dass die zweiaxiale Druckfestigkeit von UHPC nur geringfügig größer ist als die einaxiale. Für die Mischungen mit 2,5 Vol.-% Fasergehalt übersteigt die Festigkeit bei einem Spannungsverhältnis von Spannung 1 zu Spannung 2 gleich Eins die einaxiale Festigkeit um 7 bzw. 10 %. Bei dem Beton mit 0,9 Vol.-% Fasergehalt lag diese zweiaxiale Festigkeit sogar geringfügig unter der einaxialen. Bei der Bemessung von UHPC dürfen somit die vom Normalbeton bekannten Festigkeitssteigerungen unter mehraxialer Druckbelastung, wie sie z.B. bei reinen Druckknoten von Stabwerkmodellen angesetzt werden, nicht verwendet werden! Für die Beschreibung der Bruchkurve kann nach jetzigem Erkenntnisstand das Bruchkriterium nach OTTOSEN als eine gute Näherung empfohlen werden. Die Versuche haben gezeigt, dass sich UHPC in vielen, zum Teil sicherheitsrelevanten Bereichen anders verhält als Normalbeton. Für eine umfassende Beschreibung des Tragverhaltens sind weitere Versuche unter dreiaxiale Druckbelastung und kombinierter Druck-Zug-Belastung notwendig.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Multiaxial Strength"

1

Choo, V. K. Multiaxial testing of composite materials. Carnforth, Lancashire, England: Parthenon Press, 1986.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Choo, V. K. Multiaxial testing of composite materials. Carnforth, Lancashire: Parthenon Press, 1986.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Crews, John H. Measurement of multiaxial ply strength by an off-axis flexure test. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1992.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

Crews, John H. Measurement of multiaxial ply strength by an off-axis flexure test. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1992.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

Colaiuta, Jason F. Behavior of three metallic alloys under combined axial-shear stress at 650⁰C. [Cleveland, Ohio]: National Aeronautics and Space Administration, Glenn Research Center, 2001.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Hallett, Joseph F. Multiaxial strength and fatigue of rubber compounds. 1997.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

Center, NASA Glenn Research, ed. Behavior of three metallic alloys under combined axial-shear stress at 650⁰C. [Cleveland, Ohio]: National Aeronautics and Space Administration, Glenn Research Center, 2001.

Find full text
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Multiaxial Strength"

1

Benedetti, M., V. Fontanari, D. Bergamini, M. Bandini, and D. Taylor. "Multiaxial Fatigue Resistance of Shot Peened High-Strength Aluminium Alloys." In Conference Proceedings of the Society for Experimental Mechanics Series, 235–43. Cham: Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00876-9_29.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Peroni, Lorenzo, Massimiliano Avalle, Dipartimento di Meccanica, and Politecnico di Torino. "An Experimental Technique to Evaluate the Strength of Adhesive Bonds in Multiaxial Loading." In Experimental Analysis of Nano and Engineering Materials and Structures, 447–48. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6239-1_222.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Coussement, C., and L. Verelst. "Multiaxial Creep Behaviour of Welded Components in High Strength Ferritic/Martensitic Creep Resistant Steels." In Materials for Advanced Power Engineering 1994, 329–40. Dordrecht: Springer Netherlands, 1994. http://dx.doi.org/10.1007/978-94-011-1048-8_25.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Barbera, Daniele, Ali Charbal, I. Soner Cinoglu, and Natasha Vermaak. "Investigations of Shakedown in the Presence of Ambient Creep Using Direct Methods for High Strength Steel Under Multiaxial Loadings." In Direct Methods, 227–47. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-48834-5_12.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

"Multiaxial Fatigue Strength." In Fatigue and Fracture, 263–73. ASM International, 1996. http://dx.doi.org/10.31399/asm.hb.v19.a0002366.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Guo, Zhenhai. "Multiaxial Strength and Constitutive Relation." In Principles of Reinforced Concrete, 113–55. Elsevier, 2014. http://dx.doi.org/10.1016/b978-0-12-800859-1.00005-0.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Curbach, Manfred, and Kerstin Speck. "Strength under multiaxial states of stress." In fib Bulletin 70. Code-type models for structural behaviour of concrete, 21–29. fib. The International Federation for Structural Concrete, 2013. http://dx.doi.org/10.35789/fib.bull.0070.ch06.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

HART-SMITH, L. J. "Strength of Unnotched Laminates Under Multiaxial Stress." In Comprehensive Composite Materials, 667–81. Elsevier, 2000. http://dx.doi.org/10.1016/b0-08-042993-9/00218-7.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Lokoshchenko, A. M. "Creep of metals in the multiaxial stress state." In Creep and Long-Term Strength of Metals, 137–92. CRC Press, 2017. http://dx.doi.org/10.1201/b22242-5.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Lokoshchenko, A. M. "Long-term strength in the multiaxial stress state (kinetic approach)." In Creep and Long-Term Strength of Metals, 193–229. CRC Press, 2017. http://dx.doi.org/10.1201/b22242-6.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Multiaxial Strength"

1

Lamon, Jacques. "Ceramics Reliability: Statistical Analysis of Multiaxial Failure Using the Weibull Approach and the Multiaxial Elemental Strength Model." In ASME 1988 International Gas Turbine and Aeroengine Congress and Exposition. American Society of Mechanical Engineers, 1988. http://dx.doi.org/10.1115/88-gt-147.

Full text
Abstract:
Methodology for designing reliable ceramic components requires a precise evaluation and correlation of strengths in different stress states. The present paper compares the merits of the Weibull approach and the Multiaxial Elemental Strength model on an experimental case involving mixed mode failure in the presence of bimodal flaw populations (surface and volume flaws). The experimental data were obtained using flexure specimens of Si3N4 tested at various spans, with the purpose of enhancing shearing effects. The analysis of data was refined by developing an advanced post-processor program to finite element codes, for failure probability determination based upon the Barnett-Freudenthal approximation of the Weibull approach and the Multiaxial Elemental Strength Model. In a second step, the strengths of the specimens exhibiting failures from the two concurrent populations of flaws (intermediate span) were predicted using both approaches from data obtained with different span lengths (long and short spans). Comparison with experimental data showed that the Multiaxial Elemental Strength Model is an improvement over the Weibull approach. It also allowed the short span bending test to be assessed. Finally, important implications for structural design with ceramics are discussed.
APA, Harvard, Vancouver, ISO, and other styles
2

Song, Y. P., and H. L. Wang. "Dynamic strength of concrete under multiaxial compressive loading." In MATERIALS CHARACTERISATION 2011. Southampton, UK: WIT Press, 2011. http://dx.doi.org/10.2495/mc110261.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Naik, Rajiv, and Rajiv Naik. "Multiaxial stiffness and strength analysis of woven and braided composites." In 38th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1323.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Yamamoto, Takaei, Takamoto Itoh, Masao Sakane, Hiroshi Sasaki, Kazuhiko Shuto, and Yutaka Tsukada. "Creep-Fatigue Strength of Sn-8Zn-3Bi Solder Under Multiaxial Loading." In ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-80585.

Full text
Abstract:
This paper describes the multiaxial creep-fatigue of Sn-8Zn-3Bi solder in proportional and non-proportional loadings. Push-pull and reversed torsion tests were carried in proportional test using fast-fast, slow-fast, fast-slow, slow-slow and strain-hold waves. Non-proportional tests were also carried out using box, step and circle strain waves. In proportional test, smallest creep-fatigue lives were observed in push-pull slow-fast test. Creep-fatigue lives in reversed torsion test were longer by a factor of 2 than those in push-pull test compared with the same strain wave. Non-proportional loading reduced the creep-fatigue life. Circle strain wave showed the smallest fatigue life in non-proportional loading. A non-proportional strain proposed by the authors correlated all the proportional and non-proportional fast-fast data within a factor of two scatter band.
APA, Harvard, Vancouver, ISO, and other styles
5

Pang, H. Y., Z. J. Wang, C. T. Huang, and S. Pu. "Punching Shear Strength Model for RC Slab-Column Connection Based on Multiaxial Strength Theory of Concrete." In International Symposium on Mechanical Engineering and Material Science (ismems-16). Paris, France: Atlantis Press, 2016. http://dx.doi.org/10.2991/ismems-16.2016.34.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Uchimura, H., A. Kokaji, and M. Kaji. "Evaluation of Fast Fracture Strength of Ceramic Components Under Multiaxial Stress States." In ASME 1992 International Gas Turbine and Aeroengine Congress and Exposition. American Society of Mechanical Engineers, 1992. http://dx.doi.org/10.1115/92-gt-384.

Full text
Abstract:
Several fracture criteria were studied under multiaxial stress states by Matsuo’s multiaxial fracture probability distribution function including effects of both volume and surface cracks. Tested material was a pressureless-sintered silicon nitride. Tensile (compressive)-torsional tests revealed that experimental data were satisfactorily described by Shitty’s empirical criterion for C=1.46. Good agreements for a spin and a thermal shock tests were obtained applying the Weibull parameters and the Shetty’s parameter.
APA, Harvard, Vancouver, ISO, and other styles
7

Peralta, A. D., D. C. Wu, P. J. Brehm, J. C. Cuccio, and M. N. Menon. "Strength Prediction of Ceramic Components Under Complex Stress States." In ASME 1995 International Gas Turbine and Aeroengine Congress and Exposition. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/95-gt-394.

Full text
Abstract:
The capability to perform accurate fast-fracture strength predictions for ceramic components under complex stress states must be available in order to transition the use of advanced, high-strength ceramic materials from the laboratory to the high-strength/high-temperature applications they are intended for. Multiaxial strength prediction theories have provided the prediction capabilities, but only limited testing of these theories under complex states of stress and stress gradient conditions has been performed previously. Presented here are comprehensive test results and strength predictions for ceramic components subjected to complex states of stress and stress gradient conditions. The results show excellent agreement of the predictions from the multiaxial theories with test results for volumetrically-distributed flaws. An important finding of this work is the problem that arises in performing component surface strength predictions from database-type specimens. Database-type specimens and component surface properties are not necessary correlated, and in many cases it may be completely inaccurate to use database-type specimen surface properties for component surface strength predictions.
APA, Harvard, Vancouver, ISO, and other styles
8

Mamiya, Edgar Nobuo, and José Alexander Araújo. "A Criterion to Predict the Fatigue Strength of Hard Metals under Multiaxial Loading." In SAE Brasil International Conference on Fatigue. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2001. http://dx.doi.org/10.4271/2001-01-4065.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Ono, Takashi, Masaki Kaji, and Michiaki Nishimura. "Reliability Evaluation of Structural Ceramics Under Multiaxial Stress State." In ASME 1998 International Gas Turbine and Aeroengine Congress and Exhibition. American Society of Mechanical Engineers, 1998. http://dx.doi.org/10.1115/98-gt-595.

Full text
Abstract:
Strength and fatigue lifetime of structural ceramics under multiaxial stress state have been estimated and compared with experimental data. Biaxial strength tests were done by an anticlastic bending test method at room temperature. Biaxial fatigue tests were done by anticlastic bending and also ring-on-ring test method at 1200°C in air. Fracture probability and lifetime were predicted on the basis of a Weibull multiaxial distribution function and subcritical crack growth, using the results of stress analyses by the finite element method. Modified maximum hoop stress theory including an empirical parameter, T, was applied to the equivalent normal stress in the multiaxial distribution function. The empirical parameter T represents a shear stress sensitivity to mixed-mode fracture due to a grain interlocking effect. It has been confirmed that the predicted fracture probability and the fatigue lifetime agrees well with the experimental data if grain interlocking effects are taking into account.
APA, Harvard, Vancouver, ISO, and other styles
10

Michopoulos, John G., John C. Hermanson, and Athanasios Iliopoulos. "First Industrial Strength Multi-Axial Robotic Testing Campaign for Composite Material Characterization." In ASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/detc2012-71064.

Full text
Abstract:
In this paper we are reporting on the first successful campaign of systematic, automated and massive multiaxial tests for composite material constitutive characterization. The 6 degrees of freedom system developed at the Naval Research Laboratory (NRL) called NRL66.3, was used for this task. This was the in-augural run that served as the validation of the proposed overall constitutive characterization methodology. It involved accomplishing performing 1152 tests in 12 business days reaching a peak throughput of 212 tests per day. We describe the context of the effort in terms of the reasoning and the actual methods behind it. Finally, we present representative experimental data and associated constitutive characterization results for representative loading paths.
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Multiaxial Strength"

1

Ruggles, M. B., G. T. Yahr, and R. L. Battiste. Static properties and multiaxial strength criterion for design of composite automotive structures. Office of Scientific and Technical Information (OSTI), November 1998. http://dx.doi.org/10.2172/290934.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Riveros, Guillermo, Hussam Mahmoud, and Santiago Lopez. Multiaxial fatigue strength of structural bolts under combined cyclic axial and shear demands. Engineer Research and Development Center (U.S.), July 2019. http://dx.doi.org/10.21079/11681/33270.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Huddleston, R. L. Assessment of an improved multiaxial strength theory based on creep-rupture data for Inconel 600. Office of Scientific and Technical Information (OSTI), June 1993. http://dx.doi.org/10.2172/10168640.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Multiaxial Strength' for particular source types:
Journal articles Dissertations / Theses
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography