Relevant bibliographies by topics / Yield strengt

Contents

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

Academic literature on the topic 'Yield strengt'

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 'Yield strengt.'

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 "Yield strengt"

1

Poznyakov, V. D. "Weldability of high-strength alloyed steels with yield strength of 590–785 Mpa." Paton Welding Journal 2018, no. 3 (March 28, 2018): 6–11. http://dx.doi.org/10.15407/tpwj2018.03.01.

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

Poznyakov, V. D., V. D. Shelyagin, S. L. Zhdanov, A. A. Maksimenko, A. V. Zavdoveev, and A. V. Bernatsky. "Laser-arc welding of high-strength steels with yield strength of more than 700 MPa." Paton Welding Journal 2015, no. 10 (October 28, 2015): 19–24. http://dx.doi.org/10.15407/tpwj2015.10.03.

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

Lee, Swoo-Heon, Kyung-Jae Shin, So-Yeong Kim, and Hee-Du Lee. "Numerical Study on the Deformation Behavior of Longitudinal Plate-to-High-Strength Circular Hollow-Section X-Joints under Axial Load." Applied Sciences 9, no. 19 (September 24, 2019): 3999. http://dx.doi.org/10.3390/app9193999.

Full text
Abstract:
This study aims to investigate the joint strength of longitudinal plate-to-high-strength steel circular hollow-section X-type joints under plate axial load. The material properties of high-strength steel with nominal yield strengths of 460, 650, 900, and 1100 MPa were used for parametric analysis. The variables for analysis were ratios of chord diameter to thickness, plate width to chord diameter, and utilization. To determine the capacity of connections, the joint strengths using a deformation limit and a strength limit were considered and compared with American Institute of Steel Construction (AISC), Eurocode 3, and ISO 14346. The joint strength determined by the ultimate deformation limit is approximately equal to the joint strength determined by the strength limit state at the yield strength of 460 MPa. The difference between both the joint strengths, however, becomes higher with increasing yield strength. The design equations estimate the joint strength based on the ultimate deformation limit approximately until the limitation of the nominal yield strength in each design code. As the nominal yield strength increases, the joint strengths are overestimated. In using high-strength steel in circular hollow-section X-type joints, the reduction factors of 0.75 and 0.62 for AISC and ISO 14346 are suggested for the nominal yield strengths of 900 and 1100 MPa, respectively. In Eurocode 3, the reduction factor of 0.67 is also suggested for a yield strength of 1100 MPa.
APA, Harvard, Vancouver, ISO, and other styles
4

Berdnikova, O. M. "Physico-mechanical properties of welded joints of high-strength steel with the yield strength of 690‒1300 MPa." Paton Welding Journal 2021, no. 4 (April 28, 2021): 2–8. http://dx.doi.org/10.37434/tpwj2021.04.01.

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

Hageman, Amber, and Elizabeth Van Volkenburgh. "Sink Strength Maintenance Underlies Drought Tolerance in Common Bean." Plants 10, no. 3 (March 5, 2021): 489. http://dx.doi.org/10.3390/plants10030489.

Full text
Abstract:
Drought is a major limiter of yield in common bean, decreasing food security for those who rely on it as an important source of protein. While drought can have large impacts on yield by reducing photosynthesis and therefore resources availability, source strength is not a reliable indicator of yield. One reason resource availability does not always translate to yield in common bean is because of a trait inherited from wild ancestors. Wild common bean halts growth and seed filling under drought and awaits better conditions to resume its developmental program. This trait has been carried into domesticated lines, where it can result in strong losses of yield in plants already producing pods and seeds, especially since many domesticated lines were bred to have a determinate growth habit. This limits the plants ability to produce another flush of flowers, even if the first set is aborted. However, some bred lines are able to maintain higher yields under drought through maintaining growth and seed filling rates even under water limitations, unlike their wild predecessors. We believe that maintenance of sink strength underlies this ability, since plants which fill seeds under drought maintain growth of sinks generally, and growth of sinks correlates strongly with yield. Sink strength is determined by a tissue’s ability to acquire resources, which in turn relies on resource uptake and metabolism in that tissue. Lines which achieve higher yields maintain higher resource uptake rates into seeds and overall higher partitioning efficiencies of total biomass to yield. Drought limits metabolism and resource uptake through the signaling molecule abscisic acid (ABA) and its downstream affects. Perhaps lines which maintain higher sink strength and therefore higher yields do so through decreased sensitivity to or production of ABA.
APA, Harvard, Vancouver, ISO, and other styles
6

Suzuki, T., I. Yonenaga, and H. O. K. Kirchner. "Yield Strength of Diamond." Physical Review Letters 75, no. 19 (November 6, 1995): 3470–72. http://dx.doi.org/10.1103/physrevlett.75.3470.

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

Feng, Su-Wei, Zhen-Gang Ru, Wei-Hua Ding, Tie-Zhu Hu, and Gan Li. "Study of the relationship between field lodging and stem quality traits of winter wheat in the north China plain." Crop and Pasture Science 70, no. 9 (2019): 772. http://dx.doi.org/10.1071/cp19147.

Full text
Abstract:
Winter wheat (Triticum aestivum L.) production in the North China Plain (NCP) is threatened by wheat lodging. Therefore, enhancing plant lodging resistance by improving stem quality traits is crucial to maintaining high stable yields of winter wheat. A consecutive 7-year field experiment was conducted to study the effects of stem traits on lodging resistance and the yield of four winter wheat cultivars (Bainong 418, Aikang 58, Wenmai 6 and Zhoumai 18). The results indicated that rainfall is often accompanied by strong winds that can cause lodging in the field. Stalk bending strength and wall thickness of the second internode showed significant negative correlations with lodging index, and a higher lodging index indicated increased lodging risk, which, in turn, could seriously affect the grain yield of wheat. Significant regression relationships were observed between lodging index and population lodging resistance strength, as measured using a crop lodging resistance electronic measuring device. Statistical analysis revealed that yield components and the grain yield of Bainong 418 were higher than those of the other cultivars; there was no significant difference between Bainong 418 and Aikang 58 in lodging index, stalk bending strength or single-stalk and population lodging resistance strengths at anthesis and the middle filling stages, but the mean plant height of Bainong 418 was significantly higher than that of Aikang 58. These results provide a new and reliable method for assessing lodging resistance capacity and indicate that greater lodging resistance, as determined by simultaneously considering plant height and basal stem strength, is an important way to achieve high, stable yield in winter wheat.
APA, Harvard, Vancouver, ISO, and other styles
8

Naji, Arash, and Fereidoon Irani. "P-∆ Effects in Steel Structures Using Yield Point Spectra." Advanced Materials Research 255-260 (May 2011): 477–81. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.477.

Full text
Abstract:
Yield Point Spectra (YPS) are used to indicate the influence of P-∆ effects on the lateral strengths of structures with constant ductility demands. The intensity of P-∆ effects is represented by an index, called the effective height, heff . Both the yield displacement and the effective height are stable parameters, even when the structure shows nonlinear behavior. The strength ratio, n, is defined as the ratio of lateral strength associated with P-∆ effect at the peak displacement and the total strength developed at the peak displacement response. In this paper by Ploting strength ratio(n) vs. yield displacement , the influence of P-∆ effects has been verified.
APA, Harvard, Vancouver, ISO, and other styles
9

Tan, Thiam-Soon, Teik-Cheong Goh, G. P. Karunaratne, Toshiyuki Inoue, and Seng-Lip Lee. "Yield stress measurement by a penetration method." Canadian Geotechnical Journal 28, no. 4 (August 1, 1991): 517–22. http://dx.doi.org/10.1139/t91-068.

Full text
Abstract:
Shear strength is an important parameter in the study of extremely soft clays or slurries. Measurement of shear strength less than 0.5 kPa is limited to a few methods such as the rotary viscometer and the Swedish fall cone; the former is suitable for slurries and the latter for soft clay. An alternative method that relies on the incremental vertical penetration of a thin plate under an incremental load to directly obtain the shear strength of extremely soft clays is investigated here. The effect of the plate material is shown to be negligible. The shear strength determined using this method was then compared with those obtained from the rotary viscometer and the Swedish fall cone. Good agreement is achieved in the ranges where they overlapped, thus confirming the validity of this method. The attractiveness of this method is its simplicity. Moreover, it is suitable for measurement of shear strengths below the Swedish fall cone range. Key words: thin plate, penetration, slurry, yield stress.
APA, Harvard, Vancouver, ISO, and other styles
10

Singh, V. Ram, V. Srinivasa Reddy, S. Shrihari, and T. Srikanth. "Effect of basalt fibre on the mechanical properties of M70 grade high performance concrete." E3S Web of Conferences 184 (2020): 01110. http://dx.doi.org/10.1051/e3sconf/202018401110.

Full text
Abstract:
The presented work reveals the strength properties of M70 grade high performance basalt fibre reinforced concrete (BFRCC) containing 0.2%, 0.3% and 0.4% basalt fibre content by volume of concrete. 10% Silica fume is admixed for attaining higher strengths as preferred. Compressive, split-tensile and flexural strengths are evaluated. The BFRCC microstructure is found to be improved due to enrichment of interfacial transition zone with chopped basalt fibres. It was found that different fibre lengths require different dosages to yield maximum effect on the properties of concrete. Stress- strain responses of M70 grade BFRSCC yields improved ultimate strain and strain at peak load indicating its energy dissipation capacity at fracture.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Yield strengt"

1

Recman, Lukáš. "Deformační chování nano/mikro vyztuženého PMMA." Doctoral thesis, Vysoké učení technické v Brně. Fakulta chemická, 2010. http://www.nusl.cz/ntk/nusl-233297.

Full text
Abstract:
Práce sleduje vliv velikosti částic na elastický modul a deformační chování za mezí kluzu. Bylo pozorováno, že jak elastická oblast, tak oblast za mezí kluzu ukazuje silnou závislost chování na velikosti částic. Cílem této práce je korelovat experimentální data a teoretické předpoklady které bylo odvozeny pro deformační chování v elastické oblasti a v oblasti za mezí kluzu pro amorfní polymery a konkrétně pro PMMA. Vše je motivováno propojit zatím oddělené oblasti kontinuální mikromechaniky a diskrétní nanomechaniky. Deformační chovaní PMMA plněného nano a mikro plnivem bylo pozorováno v elastické a plastické oblasti. Byl zkoumán vliv velikosti částic na velikost modulu a deformačního zpevnění. Mechanizmus vyztužení je interpretován s použitím teorie imobilizace řetězců, nanočástice mají silný vliv na molekulární dynamiku a kinetiku zapletenin. Mým příspěvkem k tomuto tématu je ukázat výraznou závislost na mechanizmu vyztužení v závislosti na velikosti částic. A to jak pod teplotou skelného přechodu tak nad teplotou skelného přechodu. Ačkoli pro velikost modulu byla publikována značná množství dat, která byla následně i interpretována, vliv částic na deformační zpevnění je poskrovnu. Během elastické deformace je primární struktura materiálu neměnná, jedná se o elastickou deformaci, za mezí kluzu již toto neplatí a primární struktura je zde nevratně poškozena. Bylo ukázáno, že obsah nano částic vede ke zvýšení meze kluzu a vyššímu deformačnímu zpevnění. Tento nárůst deformačního zpevnění je v korelaci s Guth-Gold rovnicí. Je předpokládáno, že nanočástice slouží jako další fyzikální zapleteniny a vedou k fyzikálně více zapletenému systému. Stejný efekt jako v elastické oblast tj. vliv velikosti částic na modul, byla pozorována i během deformačního zpevnění.
APA, Harvard, Vancouver, ISO, and other styles
2

Shapiro, Nathan. "Optimal fiber yield strength for concrete reinforcement." Thesis, Massachusetts Institute of Technology, 1995. http://hdl.handle.net/1721.1/38044.

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

Mullier, Marie Anne. "The strength of agglomerates and their breakage during fluidisation." Thesis, University of Surrey, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.293370.

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

Fraser, Douglas (Douglas H. ). "Triptycene side unit effects on compressive yield strength in polycarbonates." Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/35071.

Full text
Abstract:
Thesis (S.B.)--Massachusetts Institute of Technology, Dept. of Materials Science and Engineering, 2006.
Includes bibliographical references (leaf 25).
Polycarbonates have long been studied for their excellent mechanical toughness. Adding side units to polycarbonate could increase physical properties of the polymer. The role of triptycene in polycarbonate was studied by adding a low concentration of triptycene-containing polymer chains, and using compression testing. The triptycene polycarbonate was a blend created from two separate products. Differential Scanning Calorimetry was used to determine if the samples had phase separated. Thermal degradation of the samples was checked for using Thermogravimetric Analysis. Results indicated that triptycene-containing polycarbonates had higher compressive yield strengths than non-triptycene polycarbonates. The polymers were stronger due to the interlocking mechanism and the steric hindrance of the triptycene units. The design of strengthening polymers by adding triptycene units could prove useful to improve high performing polymers, or to give low molecular weight polymers more stability.
by Douglas Fraser.
S.B.
APA, Harvard, Vancouver, ISO, and other styles
5

Ngan, Alfonso Hing-wan. "The temperature dependence of yield strength in L1 [inferior] 2 compounds." Thesis, University of Birmingham, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.658066.

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

Tang, Louis (Ruo Biao). "Plate yield slenderness criteria for structural members fabricated from high strength steels." Queensland University of Technology, 2008. http://eprints.qut.edu.au/20724/.

Full text
Abstract:
Increasing demand from flourishing construction markets led to the successful development of high strength steels (HSS). The new structural steel has exceptional high strength, high fracture toughness, long fatigue life, high corrosion resistance, and better weldability making the material attractive for structural design applications in the modern steel buildings and bridges. With their high strength, typically in the range of 500~700 MPa, and reduced weight/dimensions, it frees imaginations of modern designers and opens up new possibilities. Although HSS cost more, this is more than offset by reduced fabrication and erection costs. The advantage of the intrinsic properties of the HSS makes it possible to achieve successful applications in a cost-effective manner. At present, the Australian steel design standard, AS 4100 (SA, 1998), is limited to conventional low strength steels (LSS) with yield stress less than 450 MPa, (i.e. fy . 450 MPa). As a result steel structural members fabricated from HSS in Australia are usually designed according to overseas specifications, such as AISC-LRFD (AISC, 2003) which allows the design for structures fabricated from HSS materials. However, the design provisions of AISC-LRFD were mainly based on experimental and analytical studies on standard LSS. HSS exhibits mechanical properties that are quite different from conventional LSS. On the other hand, the design procedure and approach of the American specifications (AISC, 2003) are unfamiliar with Australian design engineers, which explains why practising engineers in Australia are reluctant to use AISC-LRFD specification in the design of HSS members. Therefore research into the behaviour of HSS members is essential to address this shortcoming. However, since the use of HSS often leads to smaller sections, hence thinner plates, the elastic and inelastic instability of these thin-walled and HSS members become highly critical. Conservatively, the local instabilities of the constituent plate element interactions in the cross-section have been ignored in the current steel practices. Increasing the slenderness of either plate elements within a cross-section leads to a significant reduction in the section capacity of the structural member. Therefore, the interactive effects between flange and web plate elements have to be considered in the strength, stability and deformation studies of HSS members. Furthermore, the current definitions and values of the plate slenderness limits also vary among major steel design codes (AS4100, 1998; AISC, 2003; EN1993, 2003; BS5950, 2000). The main aim of this research project is to investigate the structural behaviour of Ishaped HSS members subjected to local buckling effects in the elastic and inelastic ranges. For this purpose, it will use advanced numerical analyses and laboratory experiments to study the structural behaviour of these HSS members in compression and bending, respectively. The critical review has found that various inconsistencies among the major steel design specifications (AS4100, 1998; AISC, 2003; EN1993, 2003, BS5950, 2000) in the current practice produce conflicting design predictions of section capacities. The experimental measurements of residual stress distributions have confirmed that the ECCS recommendation (1984) is inappropriate for crosssections fabricated from typical HSS materials (i.e. BISPLATE80). The experimental measurements and numerical studies carried out in this project have produced a better understanding of the structural behaviour of HSS members subjected to local instabilities. The study has enabled to provide a series of proposals for proper assessment of plate slenderness limits for structural members made of HSS materials. It may also enable the inclusion of future version of the AS4100 code for HSS materials to be used in the design of steel building and bridge constructions. It is believed that the use of HSS in building and bridge constructions will increase significantly in the very near future, and to fully-facilitate this, the future versions of national and international steel design specifications must include rational and reliable design rules for members made of all steel grades by including the effects of HSS special characteristics and true interactive local buckling behaviour of HSS members. This research project has contributed towards this.
APA, Harvard, Vancouver, ISO, and other styles
7

Harati, Ebrahim. "Fatigue strength of welds in 800 MPa yield strength steels : Effects of weld toe geometry and residual stress." Licentiate thesis, Högskolan Väst, Avd för tillverkningsprocesser, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:hv:diva-8009.

Full text
Abstract:
Nowadays there is a strong demand for lighter vehicles in order to increase the pay load. Through this the specific fuel consumption is decreased, the amount of greenhouse gases is lowered and the transport economy improved. One possibility to optimize the weight is to make the components from high strength steels and join them by welding. Welding is the main joining method for fabrication of a large proportion of all engineering structures. Many components experience fatigue loading during all or part of their life time and welded connections are often the prime location of fatigue failure.Fatigue fracture in welded structures often initiates at the weld toe as aconsequence of large residual stresses and changes in geometry acting as stress concentrators. The objective of this research is to increase the understanding of the factors that control fatigue life in welded components made from very high strength steels with a yield strength of more than 800 MPa. In particular the influences of the local weld toe geometry (weld toe radius and angle) and residual stress on fatigue life have been studied. Residual stresses have been varied by welding with conventional as well as Low Transformation Temperature (LTT) filler materials. The three non-destructive techniques Weld Impression Analysis (WIA), Laser Scanning Profiling (LSP) and Structured Light Projection (SLP) have been applied to evaluate the weld toe geometry.Results suggest that all three methods could be used successfully to measure the weld toe radius and angle, but the obtained data are dependent on the evaluation procedure. WIA seems to be a suitable and economical choice when the aim is just finding the radius. However, SLP is a good method to fast obtain a threedimensional image of the weld profile, which also makes it more suitable for quality control in production. It was also found that the use of LTTconsumables increased fatigue life and that residual stress has a relatively larger influence than the weld toe geometry on fatigue strength of welded parts.
APA, Harvard, Vancouver, ISO, and other styles
8

Larsson, Rikard. "Constitutive Modelling of High Strength Steel." Thesis, Linköping University, Department of Management and Engineering, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-8157.

Full text
Abstract:

This report is a review on aspects of constitutive modelling of high strength steels. Aspects that have been presented are basic crystallography of steel, martensite transformation, thermodynamics and plasticity from a phenomenological point of view. The phenomenon called mechanical twinning is reviewed and the properties of a new material type called TWIP-steel have been briefly presented. Focus has been given on phenomenological models and methods, but an overview over multiscale methods has also been given.

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

Skoufari-Themistou, Leda. "Impact and yield strength behaviour of age-hardening, low-carbon copper-containing steels." Thesis, City University London, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.319641.

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

Dominisse, Kyle Richard. "Strength and Stiffness of Weak-Axis Moment End-Plate Connections." Thesis, Virginia Tech, 2004. http://hdl.handle.net/10919/46194.

Full text
Abstract:
Three full-scale experimental tests were conducted to investigate the strength and stiffness of weak-axis moment end-plate connections. Each test consisted of two girders connected to a column web with four-bolt extended moment end-plates. Two tests were conducted with bare steel. One test included a composite concrete slab that confined the top extension of the end-plate.

Finite element models of the tests were created with the commercial software SAP2000. A simplified modeling procedure was developed to overcome the contact problems between the end-plates and column web, and between the bolts and holes in the end-plates and web. The simplified modeling procedure accurately predicted the experimental elastic stiffness, in the form of column web rotations, of the connections.

Yield line theory was used to investigate the plastic strength of the column web. Several yield line patterns were examined. Analytical plastic moment strengths were very conservative when compared to the observed behavior of the column web.

The experimental stiffness of the test with the concrete slab confining the top extension of the end-plate was compared to the stiffness of a similar test without a slab. The slab increased the elastic stiffness of the connection; however, after the concrete began cracking and crushing around the connection, the stiffness was greatly decreased.
Master of Science

APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Yield strengt"

1

Freed, Alan David. Steady-state and transient zener parameters in viscoplasticity: Drag strength versus yield strength. [Washington, DC]: National Aeronautics and Space Administration, 1990.

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

Sternberg, Joseph. On the resistance of ceramics to high velocity penetration. Monterey, Calif: Naval Postgraduate School, 1988.

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

Ngan, Alfonso Hing-wan. The temperature dependence of yield strength in L1 [inferior] 2 compounds. Birmingham: University of Birmingham, 1992.

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

Pisarski, H. G. Behaviour of semi-elliptical cracks in welds with yield strength mismatch. Cambridge: TWI, 1996.

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

Burgoon, David A. Final report on determining the yield strengh of in-service pipe. Columbus, Ohio: Battelle, 1999.

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

Vance, S. L. Relationship of soil strength and rowcrop yields on reconstructed surface mine soils. S.l: s.n, 1992.

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

Myhra, Hak̊on Helgerud. Utbytte ved maskinell styrkesortering av konstruksjonstrevirke i Norge =: Yield from machine strength grading of structural timber in Norway. Oslo, Norway: Norsk Treteknisk Institutt, 1999.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

Picardo, Valez. Quantification of the yields of Irish grown Sitka spruce in the new CEN strength classes. Dublin: COFORD, 2000.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

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
10

P, Walker K., and United States. National Aeronautics and Space Administration., eds. Steady-state and transient zener parameters in viscoplasticity: Drag strength versus yield strength. [Washington, DC]: National Aeronautics and Space Administration, 1990.

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

Book chapters on the topic "Yield strengt"

1

Gooch, Jan W. "Yield Strength." In Encyclopedic Dictionary of Polymers, 822. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_12969.

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

Hagenbeek, M. "Shear yield strength." In Fibre Metal Laminates, 111–15. Dordrecht: Springer Netherlands, 2001. http://dx.doi.org/10.1007/978-94-010-0995-9_8.

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

Gooch, Jan W. "Tensile Yield Strength." In Encyclopedic Dictionary of Polymers, 734. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11640.

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

Gooch, Jan W. "Offset Yield Strength." In Encyclopedic Dictionary of Polymers, 500. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_8121.

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

Yu, Mao-Hong. "Unified Yield Criteria." In Unified Strength Theory and Its Applications, 29–62. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-642-18943-2_3.

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

Yu, Mao-Hong. "Unified Yield Criterion." In Unified Strength Theory and Its Applications, 37–69. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6247-6_3.

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

Gooch, Jan W. "Tensile Strength at Yield." In Encyclopedic Dictionary of Polymers, 734. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11635.

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

Yu, Mao-Hong. "Extended Unified Yield Criterion." In Unified Strength Theory and Its Applications, 79–92. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-642-18943-2_5.

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

Yu, Mao-Hong. "Extended Unified Yield Criterion." In Unified Strength Theory and Its Applications, 87–100. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6247-6_5.

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

Wolert, P. J., and A. S. Nowak. "Yield strength of structural steel." In Modern Trends in Research on Steel, Aluminium and Composite Structures, 521–26. London: Routledge, 2021. http://dx.doi.org/10.1201/9781003132134-68.

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

Conference papers on the topic "Yield strengt"

1

Tavio, Retno Anggraini, I. Gede Putu Raka, and Agustiar. "Tensile strength/yield strength (TS/YS) ratios of high-strength steel (HSS) reinforcing bars." In PROCEEDINGS OF THE INTERNATIONAL SEMINAR ON METALLURGY AND MATERIALS (ISMM2017): Metallurgy and Advanced Material Technology for Sustainable Development. Author(s), 2018. http://dx.doi.org/10.1063/1.5038318.

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

Reinhart, W. D. "Dynamic yield strength and spall strength determination for AerMet® 100 steels." In Shock compression of condensed matter. AIP, 2000. http://dx.doi.org/10.1063/1.1303518.

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

Puglia, Joseph A., and Douglas P. Harper. "Deoiling Single-Strength Orange Juice." In ASME 1996 Citrus Engineering Conference. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/cec1996-4203.

Full text
Abstract:
Deoiling single-strength orange juice extracted from FMC extractors utilizing a centrifugal separator has traditionally been a difficult task. New technology utilizing hermetic separators has proven very successful for this application. Processors are able to use maximum yield recovery settings in the extractors and hold the separator accountable for reducing the oil content and defects in the juice to acceptable levels. With the demand for Not-From-Concentrate premium orange juice rapidly increasing in the United States, the processor must be able to recover as much juice from the fruit as they can. During certain periods of the production season, the oil in the juice exceeds the USDA grade standards of 0.035%. In order to maintain this high quality juice throughout the processing season, the demand for new technology in oil reduction was required. New technology, utilizing hermetic separators for deoiling, has lead to significant gains in juice yields. Paper published with permission.
APA, Harvard, Vancouver, ISO, and other styles
4

Molenda, Daniel, and Werner Thale. "A Novel Approach for Pipe Grade Determination Through In-Line Inspection (ILI)." In 2014 10th International Pipeline Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/ipc2014-33441.

Full text
Abstract:
When establishing a pipelines’ maximum allowable operating pressure (MAOP), many pipeline operators face uncertainties regarding the yield strength of the respective pipeline material. This specifically concerns “pre-regulatory” pipelines which, for example, constitute approximately 66% of all gas transmission pipelines in the U.S. as well as new pipelines to ensure laid steel pipes meet the contracted steel grade. Conventional ILI technologies are capable of delivering relevant information for MAOP calculation, such as wall thickness and diameter. However, as missing element, in the past there have been no economic means for accurately measuring yield strength. Therefore ROSEN has developed and tested a novel ILI system for measuring yield strength of pipeline steel. This paper introduces the fundamental principles of this new system and outlines first results. Laboratory test results are obtained from samples covering the typical range of pipeline steels. The sensor readings are correlated with reference yield strengths of certified steels where the yield strength was determined by destructive tensile tests. Initial pull tests with an ILI tool measurement are compared with the available yield strengths and tensile strengths according to the inspection certificates of the pull test pipes.
APA, Harvard, Vancouver, ISO, and other styles
5

Poorhaydari, K., B. M. Patchett, and D. G. Ivey. "Correlation Between Microstructure and Yield Strength in Low-Carbon High-Strength Microalloyed Steels." In 2006 International Pipeline Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/ipc2006-10048.

Full text
Abstract:
Microalloyed pipeline and structural steels are currently graded according to their yield strength. In this work, different microstructural factors that affect the yield strength of the steels are assessed and their contributions to the strength are estimated for several low-carbon microalloyed steels, used in pipeline or structural applications. Emphasis is placed on the relative contribution of grain/sub-grain size, precipitate distribution and dislocation density. Accurate grain/sub-grain size measurements were only possible through electron microscopy imaging. It was found that the increased strength is mainly due to the formation of bainitic structures with fine grain/sub-grain sizes. The contribution from other strengthening sources such as precipitates, dislocations and atoms in solid solution is limited and does not vary much among the several grades examined here. The variation in hardness among the fine-grained heat-affected zone samples (heat input range 0.5–2.5 kJ/mm) of one of the steels was also explained based on the microstructural changes.
APA, Harvard, Vancouver, ISO, and other styles
6

Palisch, Terry, Brett Wilson, and Bob Duenckel. "New Technology Yields Ultrahigh-Strength Proppant." In SPE Hydraulic Fracturing Technology Conference. Society of Petroleum Engineers, 2014. http://dx.doi.org/10.2118/168631-ms.

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

Qiang, Qu, Huang Yi-han, and Chen Xue-bo. "Forecasting Yield Strength of IF Steel based on ANFIS." In 2019 9th International Conference on Information Science and Technology (ICIST). IEEE, 2019. http://dx.doi.org/10.1109/icist.2019.8836860.

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

Tan, X. H., and Y. L. Shen. "Analysis of Indentation-Derived Yield Strength in Metallic Multilayers." In ASME 2004 International Mechanical Engineering Congress and Exposition. ASMEDC, 2004. http://dx.doi.org/10.1115/imece2004-61393.

Full text
Abstract:
The determination of overall mechanical properties of small-scale structures, such as nanolayered materials, frequently relies on the nanoindentation technique. In this study finite element modeling is employed to examine the relationship between indentation hardness and overall strength of multilayered composites. For simplicity the laminated structure is taken to consist of alternating layers of two elastic-perfectly plastic materials. The overall yield strength under uniform far-field loading is first quantified. Indentation loading of the layered structure is then simulated to cover a wide range of indentation depth from within one layer thickness to well into multiple layers. The systematic hardness values thus obtained are converted to corresponding flow stresses. It is found that the indentation-derived strength consistently underestimates the composite yield strength. Friction at the contact surface is also found to play a significant role. Relevant issues on applying indentation techniques to probe overall mechanical properties of metallic multilayered are discussed.
APA, Harvard, Vancouver, ISO, and other styles
9

Rizal, Samsul, Hamdani Teuku Firdaus, Razali Thaib, and Hiroomi Homma. "Influences of strain rate on yield strength aluminum alloys." In SPIE Proceedings, edited by Jose F. Lopez, Chenggen Quan, Fook Siong Chau, Francisco V. Fernandez, Jose Maria Lopez-Villegas, Anand Asundi, Brian Stephen Wong, Jose M. de la Rosa, and Chwee Teck Lim. SPIE, 2005. http://dx.doi.org/10.1117/12.621751.

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

Q. S., Liu, Kido M., and Tsuda K. "Study on Relationship between Superposed Strength and Yield Strength of the Square CFT Columns." In Modern Methods and Advances in Structural Engineering and Construction. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-7920-4_s2-s69-cd.

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

Reports on the topic "Yield strengt"

1

Ryan P Schultz. Lithium: Measurement of Young's Modulus and Yield Strength. Office of Scientific and Technical Information (OSTI), November 2002. http://dx.doi.org/10.2172/804180.

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

Churchill, Robin K., Jack H. Devletian, and Daya Singh. High Yield Strength Cast Steel With Improved Weldability. Fort Belvoir, VA: Defense Technical Information Center, May 1991. http://dx.doi.org/10.21236/ada451557.

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

Lampson, Miles L., and Richard L. Summers. Determination of the Yield Strength of a Molybdenum Jet. Fort Belvoir, VA: Defense Technical Information Center, March 1998. http://dx.doi.org/10.21236/ada341708.

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

Rucinski, R. ASTM hardness and yield strength testing on stockroom bolts. Office of Scientific and Technical Information (OSTI), December 1992. http://dx.doi.org/10.2172/10116405.

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

Horie, T. Face compression yield strength of the copper-Inconel composite specimen. Office of Scientific and Technical Information (OSTI), May 1987. http://dx.doi.org/10.2172/5687566.

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

Miller, R. G., and M. A. Perkins. The effect of yield strength on side-bonding upset welds. Office of Scientific and Technical Information (OSTI), September 1991. http://dx.doi.org/10.2172/5239313.

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

Troiano, Edward, and Gregory Vigilante. Fracture Toughness Assessment of Present and Future Pressure Vessel Materials Based on Charpy Impact Energy and Yield Strength. Fort Belvoir, VA: Defense Technical Information Center, February 1995. http://dx.doi.org/10.21236/ada294008.

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

Thornell, Travis, Charles Weiss, Sarah Williams, Jennifer Jefcoat, Zackery McClelland, Todd Rushing, and Robert Moser. Magnetorheological composite materials (MRCMs) for instant and adaptable structural control. Engineer Research and Development Center (U.S.), November 2020. http://dx.doi.org/10.21079/11681/38721.

Full text
Abstract:
Magnetic responsive materials can be used in a variety of applications. For structural applications, the ability to create tunable moduli from relatively soft materials with applied electromagnetic stimuli can be advantageous for light-weight protection. This study investigated magnetorheological composite materials involving carbonyl iron particles (CIP) embedded into two different systems. The first material system was a model cementitious system of CIP and kaolinite clay dispersed in mineral oil. The magnetorheological behaviors were investigated by using parallel plates with an attached magnetic accessory to evaluate deformations up to 1 T. The yield stress of these slurries was measured by using rotational and oscillatory experiments and was found to be controllable based on CIP loading and magnetic field strength with yield stresses ranging from 10 to 104 Pa. The second material system utilized a polystyrene-butadiene rubber solvent-cast films with CIP embedded. The flexible matrix can stiffen and become rigid when an external field is applied. For CIP loadings of 8% and 17% vol %, the storage modulus response for each loading stiffened by 22% and 74%, respectively.
APA, Harvard, Vancouver, ISO, and other styles
9

Weigand, D. A., and J. Pinto. Fracture and Yield Strengths of Composition B and TNT as a Function of Processing Conditions and Composition. Fort Belvoir, VA: Defense Technical Information Center, December 1991. http://dx.doi.org/10.21236/ada243673.

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

Tenney, Craig M., Kevin Nicholas Long, and Jamie Michael Kropka. Predictions of Yield Strength Evolution Due to Physical Aging of 828 DGEBA/DEA using the Simplified Potential Energy Clock Model. Office of Scientific and Technical Information (OSTI), February 2019. http://dx.doi.org/10.2172/1498246.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Yield strengt' for particular source types:
Journal articles Dissertations / Theses Books
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