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Flexural rigidity

About: Flexural rigidity is a research topic. Over the lifetime, 3829 publications have been published within this topic receiving 56780 citations.


Papers
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Journal ArticleDOI
TL;DR: In this paper, the problem of estimating the elastic flexural rigidity of the lithosphere has been formulated in a form amenable to maximum-likelihood estimation theory, which yields unbiased, minimum-variance estimates of flexural stiffness, initial-loading frac- tion and load correlation.
Abstract: Topography and gravity are geophysical fields whose joint statistical structure derives from interface-loading processes modulated by the underlying mechanics of isostatic and flexural compensation in the shallow lithosphere. Under this dual statistical-mechanistic viewpoint an estimation problem can be formulated where the knowns are topography and gravity and the principal unknown the elastic flexural rigidity of the lithosphere. In the guise of an equivalent "effective elastic thickness", this important, geographically varying, structural parameter has been the subject of many interpretative studies, but precisely how well it is known or how best it can be found from the data, abundant nonetheless, has remained contentious and unresolved throughout the last few decades of dedicated study. The popular methods whereby admittance or coherence, both spectral measures of the relation between gravity and topography, are inverted for the flexural rigidity, have revealed themselves to have insufficient power to independently constrain both it and the additional unknown initial-loading fraction and load-correlation fac- tors, respectively. Solving this extremely ill-posed inversion problem leads to non-uniqueness and is further complicated by practical considerations such as the choice of regularizing data tapers to render the analysis sufficiently selective both in the spatial and spectral domains. Here, we rewrite the problem in a form amenable to maximum-likelihood estimation theory, which we show yields unbiased, minimum-variance estimates of flexural rigidity, initial-loading frac- tion and load correlation, each of those separably resolved with little a posteriori correlation between their estimates. We are also able to separately characterize the isotropic spectral shape of the initial loading processes.

24 citations

Journal ArticleDOI
S.Y. Hobbs1
TL;DR: In this paper, the average void size and void size distribution may vary appreciably with distance from the skin, and it has been common practice to approximate the load-deflection characteristics of structural foams in simple stress configurations such as this paper.
Abstract: the skin-core boundary is well-defined, structural foams may exhibit a continuous change in density throughout their cross sections. In addition the average void size and void size distribution may vary appreciably with distance from the skin. In spite of these considerations it has been common practice to approximate the load-deflection characteristics of structural foams in simple stress configurations such

24 citations

Journal ArticleDOI
TL;DR: In this article, the authors examined the natural frequencies and modes of transverse vibration of two simple redundant systems comprising straight uniform Euler-Bernoulli beams in which there are internal selfbalancing axial loads (e.g., loads due to non-uniform thermal strains).

24 citations

Journal ArticleDOI
TL;DR: In this article, the authors proposed fiber jamming modules (FJMs) which consist of axially packed fibers in an airtight envelope that transition from a flexible to a rigid beam when a vacuum is created inside the envelope.
Abstract: Variable stiffness actuation has applications in a wide range of fields, including wearable haptics, soft robots, and minimally invasive surgical devices. There have been numerous design approaches to control and tune stiffness and rigidity; however, most have relatively low specific load-carrying capacities (especially for flexural loads) in the most rigid state that restricts their use in small or slender devices. In this article, we present an approach to the design of slender, high flexural stiffness modules based on the principle of fiber jamming. The proposed fiber jamming modules (FJMs) consist of axially packed fibers in an airtight envelope that transition from a flexible to a rigid beam when a vacuum is created inside the envelope. This FJM can provide the flexural stiffness of up to eight times that of a particle jamming module in the rigid state. Unlike layer jamming modules, the design of FJMs further allows them to control stiffness while bending in space. We present an analytical model to guide the parameter choices for the design of fiber jamming devices. Finally, we demonstrate applications of FJMs, including as a versatile tool, as part of a kinesthetic force feedback haptic glove and as a programmable structure.

24 citations

Journal ArticleDOI
TL;DR: In this paper, a parametric study employing three dimensional finite element analysis is reported, where the soil-pipe interaction associated with a pipe crossing under an intersection of a major arterial road with a residential street is examined.

24 citations


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Performance
Metrics
No. of papers in the topic in previous years
YearPapers
202395
2022201
2021171
2020163
2019178
2018146