نتایج جستجو برای: s beam bending element

تعداد نتایج: 1021285  

Journal: :Journal of the Royal Society, Interface 2013
Charlotte A Brassey Lee Margetts Andrew C Kitchener Philip J Withers Phillip L Manning William I Sellers

Classic beam theory is frequently used in biomechanics to model the stress behaviour of vertebrate long bones, particularly when creating intraspecific scaling models. Although methodologically straightforward, classic beam theory requires complex irregular bones to be approximated as slender beams, and the errors associated with simplifying complex organic structures to such an extent are unkn...

2015
Yixiao Pan Ming Luo Erik H. Skorina Cagdas D. Onal

Controllable bending stiffness and damping has significant applications in soft robotics, especially for soft slender manipulator arms inspired by octopus tentacles. The bending moment on a solid slender beam is balanced by the sum of moments generated by internal stresses. Resulting stresses are not controllable and decided by the bending curvature, area moment of inertia and elastic modulus o...

Journal: :Journal of the Japan Society for Precision Engineering 1989

Journal: :journal of mining and environment 0
m. nikkhah school of mining, petroleum & geophysics engineering, shahrood university of technology, shahrood, iran seyed s. mousavi school of mining, petroleum & geophysics engineering, shahrood university of technology, shahrood, iran sh. zare school of mining, petroleum & geophysics engineering, shahrood university of technology, shahrood, iran o. khademhosseini school of civil engineering, shahrood university of technology, shahrood, iran

the joints between segmental rings can withstand a certain amount of bending moment as well as axial and shear forces. generally, in the structural analysis of tunnel segmental lining, the joints can be modeled as elastic hinges or rotational springs, and their rigidity should be demonstrated in terms of the rigidity of the joints or their rotational stiffness. therefore, the bending moment act...

2006
Kwon Joong Son Venkataraman Kartik Jonathan A. Wickert Metin Sitti KWON JOONG SON VENKATARAMAN KARTIK JONATHAN A. WICKERT METIN SITTI

This paper proposes a design for a precision positioning miniature walking robot using piezoelectric unimorph actuators. The theoretical working equations of a uniform piezoelectric unimorph beam are derived based on the linear piezoelectric relations, Hamilton’s principle, and Euler-Bernoulli beam equation. The modal superposition method is used to determine the response of the forced transver...

2011
D. Newton

Electrostatic (ES) storage rings provide a cost-effective solution to the problem of confining low energy (β ≪ 1) charged particles and ions, whilst controlling the beam properties, for use in multi-pass experiments. However, compared to magnetic storage rings, the beam dynamics calculations for an ES ring show subtle differences, especially in the coupling of the longitudinal and transverse ve...

2002
T. Lauwagie H. Sol E. Dascotte

Beams, made of brittle materials like concrete or cement, show increasing crack development during their service life due to mechanical and environmental loadings. This local damage can be translated into a reduction of the local bending stiffness. Stiffness modifications, while assuming constant mass distribution, can be observed by monitoring the vibrational behavior of the beam. In this pape...

Journal: :Optics express 2008
Maksim Skorobogatiy Kunimasa Saitoh Masanori Koshiba

In the hollow core photonic bandgap fibers, modal losses are strongly differentiated, potentially enabling effectively single mode guidance. However, in the presence of macro-bending, due to mode coupling, power in the low-loss mode launched into a bend is partially transferred into the modes with higher losses, thus resulting in increased propagation loss, and degradation of the beam quality. ...

2017
Edgar Husser Swantje Bargmann

The mechanical behavior of single crystalline, micro-sized copper is investigated in the context of cantilever beam bending experiments. Particular focus is on the role of geometrically necessary dislocations (GNDs) during bending-dominated load conditions and their impact on the characteristic bending size effect. Three different sample sizes are considered in this work with main variation in ...

Analytical methods presented to analyze the buried steel pipelines at strike-slip fault crossing use the Euler-Bernoulli beam theory. The cross-section of a buried pipe that is completely surrounded by soil cannot rotate freely and would not be remained perpendicular to the bending line after deformation. So it would be better to take into consideration a rotation between the cross-section and ...

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