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High Specific Load Capacity Magnetic Bearings
2005 International Conference on Power Electronics and Drives Systems, 2006The term `specific load capacity (SLC)' is defined as the ratio between the maximum achievable force and the total self-weight of a magnetic bearing. Conventional radial magnetic bearings typically have a specific load capacity in the order of 40:1.
W.K.S. Khoo, K. Kalita, S.D. Garvey
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Load Capacity of Eccentric Roller Bearings
Proceedings of Higher Educational Institutions. Маchine Building, 2020Eccentric roller bearings are commonly used in engineering and serve as actuating links in mechanical drives of various machines. Load capacity is one of the main parameters of such bearings. This paper presents possible kinematic schemes of an eccentric roller bearing and the specifics of the actual radial load distribution when it is applied to the ...
P.N. Silchenko +3 more
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LOAD-CARRYING CAPACITY OF JOURNAL BEARINGS
SAE Technical Paper Series, 1947<div class="htmlview paragraph"><b>D</b>YNAMICALLY loaded bearings on which the load alternates or rotates in direction and on which the load intensity is constant or varies are discussed here. Practical bearing engineering, the authors say, has neglected this type although it represents the most important bearings in aircraft and ...
J. M. STONE, A. F. UNDERWOOD
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Bearing Capacity of Eccentrically Loaded Footings
Journal of the Soil Mechanics and Foundations Division, 1971The bearing capacity of an eccentrically loaded footing is determined by analytical formulation. In this analysis, the footing has been considered rigid with a rough base. It has been assumed that the rupture surface is a log spiral, and failure occurs on the same side as the eccentricity with respect to the center of the footing.
Shamsher Prakash, Swami Saran
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Load Bearing Capacity in Total Ankle Joint Replacement
Engineering in Medicine, 1986The influence of some simple design variations on the compressive load bearing capacity of tibial and talar prosthetic components in total ankle joint replacement were investigated in an attempt to suggest improvements to current prosthetic designs.
N C, Jensen, I, Hvid
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Bearing Capacity Factors for Inclined Loads
Journal of the Soil Mechanics and Foundations Division, 1972MEYERHOF AND HANSEN HAVEN PROPOSED INCLINATION FACTORS FOR REDUCTION OF BEARING CAPACITY FACTORS IN THE CASE OF INCLINED LOADS, AND SOKOLOVSKI HAS DIRECTLY OBTAINED THE LATTER. HOWEVER, BECAUSE HE CALCULATED THE FACTOR N SUB Q FOR A WEIGHTLESS MATERIAL, SOKOLOVSKI'S RESULTS FOR THIS FACTOR WERE CONSISTENTLY LOW, AS WERE THOSE OF MEYERHOFF AND HANSEN. A
N.S.V. Kameswara Rao, S. Krishnamurthy
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Load‐bearing behaviour and characteristic load‐bearing capacity of injection anchors in masonry
Mauerwerk, 2017AbstractFixings with injection anchors are post‐installed chemical fastenings, which are generally described as bonded anchors. For bonded anchors in masonry, only injection systems are approved, since safe application of capsule systems cannot be guaranteed due to the presence of cavities in the masonry, for example due to joints, grip holes or the ...
Jan Hofmann, Georg Welz
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Assessment of Load-Bearing Capacity of Bridges
Solid State Phenomena, 2017The paper aims to the determination of load-bearing capacity of reinforced/prestressed concrete bridges subjected to the combination of all components of internal forces according to Eurocode standards for assessment of existing structures. Undoubtedly bridge load rating is laborious hand-iterative process, especially when it comes to reinforced and/or
Jaroslav Navrátil +2 more
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Load-Bearing Capacity of Roof Trusses
2004In structural timber elements the strength and stiffness will vary randomly along the elements due to the natural variability in timber strength. For example the bending strength can be modeled by a sequence of strong and weak cross sections with random strength and stiffness and with random length of the strong sections.
Sørensen, John Dalsgaard +2 more
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Bearing Capacity of Partially Loaded Concrete Elements
2017There are numerous situations where compressive loads are introduced into members over small areas. The stress distribution in these zones, which are depicted D for disturbed, is non-uniform. The flow of compressive stresses into the surrounding member induces transverse tensile stresses which can cause premature splitting failures.
Matheus K. Y. Pamplona +2 more
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