Infinitesimal Strain

Author(s):  
Gerhard Oertel

An elastic material responds to a stress by a change of volume and shape, or strain, which stays constant as long as the stress is maintained. Materials for which strains are completely reversible and proportional to the stresses that cause them are called ideally elastic and are said to follow Hooke’s law. Many actual materials are nearly ideally elastic as long as the stress-induced strains are small. Strain in such materials is the usual means of observing stress, which itself is an abstraction and not directly observable. Strain, as treated in continuum mechanics, is also an abstraction, but one that more closely approaches observable reality. The element of abstraction comes from treating the deformed body as a continuum, with the implication that neighboring material points in an undeformed body remain arbitrarily close neighbors after deformation. Let one point on a stretchable material line (imagine a rubber band) be held in place at the origin of a one-dimensional coordinate system and stretched, throughout but not necessarily uniformly (the rubber band may vary in thickness), by pulling on its free end with the position Δ x. Let the end, as a consequence of the stretching, be moved by the displacement Δ u. Then any original length element Δ x of the line will be changed to a new length Δx+Δu, say, the particular segment starting at the points P before and P′ after the deformation.

1984 ◽  
Vol 106 (3) ◽  
pp. 264-270 ◽  
Author(s):  
Han C. Wu ◽  
C. C. Yang

Two sets of experiments with and without strain cycling have been carried out to test the validity of an equation derived from the improved theory of endochronic plasticity. It has been found that for strain path not involving cyclic straining the agreement between theory and experiment is quite good. In the test with strain cycling, the agreement is not good for small strain amplitudes of cycling but the discrepancy diminishes with the increasing amplitude of the strain cycling.


1935 ◽  
Vol 8 (2) ◽  
pp. 151-173 ◽  
Author(s):  
W. B. Wiegand ◽  
J. W. Snyder

Abstract General Description.—The rubber pendulum is one of two devices (Wiegand, Trans. Inst. Rubber Ind., 1, 141 (1925)) which, by employing the Joule effect, constitute rubber heat engines in that they continuously convert heat into mechanical work. In Fig. 1 is shown the original pendulum. It consists of an ordinary pendulum of slow period fitted with a rubber band, one end of which is attached to the bob; the other to the upright support. This rubber band is stretched to four or five times its original length. Behind the upright is a metal shield so arranged that when the bob has reached the extremity of its swing the rubber band is clear of the shield, during the rest of the oscillation being in its shadow. Behind the pendulum and shield is an electric heating element with a copper reflector. The pendulum is started by displacement from the center towards one or other extremity. As this is done the rubber band is increased in length. At the extremity of the oscillation the stretch band is exposed to the radiant heat from the element, the Joule effect is brought into play and the band tends to shrink, thus pulling back the bob. Directly the band moves back within the shadow of the shield it cools, relaxes, and so allows the bob to swing out to the other side. Thereupon the band is once more heated up, contracts and so repeats the oscillation, which continues as long as the heat energy is supplied. When the electric current is turned off the pendulum dies down.


Author(s):  
Keith C. Afas

This paper puts forward an alteration for Tensor Calculus utliized in a coordinate system which is under a dynamic distortion drawing inspiration from similar fields such as the Calculus of Moving Surfaces (CMS). The paper establishes transformation laws for Tensors within these regions and establishes Operators such as the Tensorial Field Derivative which enforce a Tensorial Transformation on Tensors defined within a Dynamically Moving coordinate system. This variation of Tensor Calculus can be utilized to observe how disciplines such as QFT and Continuum Mechanics would change to accomodate for a distorting coordinate system and can be utliized to develop new theoretical models which account for this temporal distortion particularly within Biological Settings.


Géotechnique ◽  
2021 ◽  
pp. 1-41
Author(s):  
Zhouxiang Ding ◽  
Wenjun Zhang ◽  
Zhaohui Yang ◽  
Zhe Wang ◽  
Xiuli Du ◽  
...  

Author(s):  
Todd N. Schoepflin ◽  
Daniel J. Dailey

A new algorithm is presented for estimating speed from roadside cameras in uncongested traffic, congested traffic, favorable weather conditions, and adverse weather conditions. Individual vehicle lanes are identified and horizontal vehicle features are emphasized by using a gradient operator. The features are projected into a one-dimensional subspace and transformed into a linear coordinate system by using a simple camera model. A correlation technique is used to summarize the movement of features through a group of images and estimate mean speed for each lane of vehicles.


2018 ◽  
Vol 2018 ◽  
pp. 1-15 ◽  
Author(s):  
Chuanxun Li ◽  
Jinyang Xiao ◽  
Yang Yang ◽  
Wenbing Wu

The existence of the threshold hydraulic gradient in clays under a low hydraulic gradient has been recognized by many studies. Meanwhile, most nature clays to some extent exist in an overconsolidated state more or less. However, the consolidation theory of overconsolidated clays with the threshold hydraulic gradient has been rarely reported in the literature. In this paper, a one-dimensional large-strain consolidation model of overconsolidated clays with consideration of the threshold hydraulic gradient is developed, and the finite differential method is adopted to obtain solutions for this model. The influence of the threshold hydraulic gradient and the preconsolidation pressure of overconsolidated clay on consolidation behavior is investigated. The consolidation rate under large-strain supposition is faster than that under small-strain supposition, and the difference in the consolidation rate between different geometric suppositions increases with an increase in the threshold hydraulic gradient and a decrease in the preconsolidation pressure. If Darcy’s law is valid, the final settlement of overconsolidated clays under large-strain supposition is the same as that under small-strain supposition. For the existence of the threshold hydraulic gradient, the final settlement of the clay layer with large-strain supposition is greater than that with small-strain supposition.


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