In linguistics, and particularly phonology, stress or accent is the relative emphasis or prominence given to a certain syllable in a word or to a certain word in a phrase or sentence. That emphasis is typically caused by such properties as increased loudness and vowel length, full articulation of the vowel, and changes in tone. The terms stress and accent are often used synonymously in that context but are sometimes distinguished. For example, when emphasis is produced through pitch alone, it is called pitch accent, and when produced through length alone, it is called quantitative accent. When caused by a combination of various intensified properties, it is called stress accent or dynamic accent; English uses what is called variable stress accent.
Since stress can be realised through a wide range of phonetic properties, such as loudness, vowel length, and pitch (which are also used for other linguistic functions), it is difficult to define stress solely phonetically.
The stress placed on syllables within words is called word stress. Some languages have fixed stress, meaning that the stress on virtually any multisyllable word falls on a particular syllable, such as the penultimate (e.g. Polish) or the first (e.g. Finnish). Other languages, like English and Russian, have lexical stress, where the position of stress in a word is not predictable in that way but lexically encoded. Sometimes more than one level of stress, such as primary stress and secondary stress, may be identified.
Stress is not necessarily a feature of all languages: some, such as French and Mandarin, are sometimes analyzed as lacking lexical stress entirely.
The stress placed on words within sentences is called sentence stress or prosodic stress. That is one of the three components of prosody, along with rhythm and intonation. It includes phrasal stress (the default emphasis of certain words within phrases or clauses), and contrastive stress (used to highlight an item, a word or part of a word, that is given particular focus).
A rule often used in shaft design states that the angle of twist shall not exceed 1 on a length equal to 20 diameters. What stress in the material does this imply if the modulus of rigidity is equal to 80 × 103 N/mm2 ?
was wondering if anybody had an insight on how to do this ?
have tried a...
I'm making a robotic structure using hydraulics and pipes, and I need to choose what size pipe and thickness I will be using.
I've searched online to the best of my ability but all I got were equations for I-beams.
I've taken statics in college so I know how to calculate all the loads in a...
Hi there
I've got a task where i need to use manual calculations with this setup (see attach.)
there is a cylinder with two internal grooves (yellow part). 5 Dogs are equally spaced (72deg.) inside that cylinder. They are being pushed by the Force against the grooves in the cylinder. What...
Hi, Am I right in saying that if the gradient of displacement is negative then stress is negative as in a simple elastic case, sigma = E*du/dx? thanks.
Homework Statement
Hello guys, I have to calculate the shear stress in this figure.
The sizes are: a = 250mm, b = 100mm, c = 250mm, d = 150mm and t = 10mm.
The shear force working on it is Vcd = 39802.01 N (calculated before)
The center of the construction Nc is at 157.95 mm (from the...
what are the equations to measure attenuation, frequency, amplitude of a stress wave propagation of metal rod or plate which is immersed in water or fluid?
Homework Statement
Member AD of the timber truss (shown in attachment) is framed into the 100 x 150 mm bottom chord ABC as shown in the insert. Determine the dimension "a" that must be used if the average shearing stress parallel to the grain at the ends of chord ABC is not to exceed 2.25...
Hello this is my first question here :) So here is my problem:
We have a circle radius 50 (m), made out of iron wire
mass 5.506206591207348477884587 Kg per meter of rope.
Rope diameter 11/8 inces or 3.4925cm
The wire rotates with 3 rpm in zero gravity
1)How can i calculate the tension? Thx...
Homework Statement
Homework Equations
The Attempt at a Solution
I'm trying to find the principal strain, then from that find stress. The poisons ratio should be around 0.3 for this experiment. My result is about 100 micro strain higher than what my class mates got. Can anyone see...
I have to model a storage vessel in ansys and perform stress analysis for it. I have no idea about which element types I will need for the analysis. I have calculated the design dimensions for the vessel. I am a beginner at ansys and know only how to deal with simple structural and thermal...
Hello guys,
I have a simple question about the max bending stress in a beam.
We know that in a cantilever beam, the biggest moment occurs at the wall. This is also the location of the max stress with equation stress= M*y/I
,
However, in a simple supported beam, we have
This time, the max...
Hi, sorry for my bad english.
PART A
I have a cube of 10mm x 10mm x 10mm which is compressed with a stress of 0.5 Mpa on his superior face (σz=-0.6)
young modulus=20Mpa, poisson coef=0.5
I have the stress tensor:
[ 0 0 0]
[ 0 0 0]
[ 0 0 -0.6]
And then, the deformation tensor is :
[0.015 0 0]
[...
A hollow cylinder with thin wall, of internal radius r=30 mm, of thickness h=3 mm and subjected to a pressure p of 1 bar inside.
The radial stress road is equal to 0 on the surface. The surface of this solid is thus submitted to a state plan of stress.
1) Calculate the circonferencial and...
Homework Statement
Homework Equations
Young's Modulus, E=σ/ξ
Stress,σ =F/A
Strain, ξ=x/L
The Attempt at a Solution
As diameter and tension are constant, so stress must be constant I assume.. So for the same Young's modulus, if stress is halved, then strain must be halved too I guess. But I...
We have a cube with sides of 10mm (fig a) (in the same material than the exercice 1 (have poisson coef & young's modulus)
A- figure A
1- Write the stress state and the relatives values deformations (tensor)
2- Why the sum of relatives deformation is equal to 0?
B-Figure...
Homework Statement
I'm analyzing the landing gear of a plane for an extracurricular project. I know that the landing gear will undergo impact loading during touch down. Using what we've been taught, I converted the impact load to a static load, P that will act on the landing gear. Now I need to...
1. I'm given time (s), extension (mm), tensile stress (mPa), and tensile strain (%) in a table. I'm supposed to graph it on excel, but my graphs don't look at all like a stress-strain graph.
2. I think it's probably because I'm using tensile stress or strain? Or is it an excel error I'm doing...
We know that when two equal forces act in opposite direction they nullify each other.
But when two equal forces act on a body yet it deforms eventhough the resultant force is zero?
Can you explain how the stress is created and results in longitudinal strain?
I am having the hardest time calculating q, the load per unit length. This question is in relation to my previous question I posted here.
I have a cylinder laying horizontally that is fixed on its ends. The cylinder is filled with water. To calculate the deflection I am simplifying the problem...
I am having some problems understanding how to apply a distributed load to a cylinder due to it being filled with water. Attached is an image of the cylinder (placed horizontally). The cylinder is symmetric about the y axis. Water is to be filled from the left through the 1" hole. The cylinder...
Hi
I was wondering how you would account for mean stress (such as using with goodman equation) using von mises with miners rule due to variable loading
Thank you
What determines the sign/direction of shear stress arrows in Mohr's circle? Please see pictures below. Why are the shear stress arrows drawn the way it is and not in the opposite directions?
Homework Statement
In a certain system of units the electromagnetic stress tensor is given by M_{ij} = E_iE_j + B_i B_j - \frac12 \delta_{ij} ( E_kE_k + B_kB_k)
where E_i and B_i are components of the 1-st order tensors representing the electric and magnetic fields \bar{E} and \bar{B}...
Question is as follows:
We have a single crystal of Al in a tensile tester. WE are applying a tensile stress, [δ][/Ψ] perpendicular to the 212 plane and we have found that slip has occurred.
What is the shear stress that produced the slip?
not sure how to proceed, first thought was use the...
Homework Statement
A series of shear tests were performed on a weak rock. Each test was carried out until the sample sheared, and the principal stresses for each test were:
S. No.--- σ3 (KN/m2) --- σ1 (KN/m2)
1 --- 200 --- 570
2 --- 300...
Hi,
I was wondering which stress values from a finite element program to use for fatigue analysis, (von mises, principal, tresca). I was leaning towards principal stresses but then would my stress range be σ11 from load case 1 (LC1) to σ11 of LC2, or would i need to do σ11-σ33 first and then...
I am designing a custom socket for an application at work and I am concerned about the wall thickness in the area marked by the red box (see attached drawing). The socket will be used to torque a nut to 500Nm.
I have a degree in mechanical engineering and I can do stress calcs on straight...
i am wondering would that be possible to make a prince rupert's drop with metal..
would it end up having similar properties? (ie high compressive stress => stronger) or does molten metal flow too quickly?
Hey! I'm reading a book Intermediate Physics for Medicine and Biology
In it, there is a section that is describing shear forces and it says this as a side note:
In general, the force F across any surface is a vector. It can be resolved into a component perpendicular to the sur- face and two...
Homework Statement
Blood supply to the heart occurs through coronary arteries. Consider one of the arteries to be 2.5 mm in diameter and 3 cm in length. The average velocity of blood flow through that artery is 1.5 cm/s. Assuming the density of blood to be 1.056 g/cc and viscosity to be 3 cP...
Homework Statement
A tank of cross-sectional area A is initially filled with fluid of density ρ and viscosity μ to height hi. The pressure above the fluid in the tank is atmospheric, Patm. At the base of the tank there are two pipes, which are both open to teh atmosphere, such that fluid...
Homework Statement
Two beams of different cross sectional areas are fused together to create a single beam, as shown in the figure above. The following relationships apply: A1 = 2A2, L2 = 2L1, E1 = 3E2. A tensile force F is applied at the ends of the bar, as shown. What is the ratio of the...
Attached image with problem.
2 Questions;
1.
δn.|AB| = δx.|BC|.cosΘ
becomes
δn = δx.|BC|.cosΘ / |AB|
This is dividing the entire "δx.|BC|.cosΘ" equation by |AB| or just the |BC| part? Is there a difference?
2.
Half way down page, boxed equation. How does δx.|BC|.cosΘ / |AB| = δxcos^2Θ and...
Is it possible to create a cantilever beam with constant or increasing stiffness. I've been experimenting with several different shapes and profiles, and have not had any luck.
I know that there are shapes with constant stress throughout, but I'm hoping to find a shape with constant or...
Two steel straps are use to hold member BCD level. The size of each strap is 12 mm thick and 50 mm wide. A 16 mm diameter bolt is used to connect thesteel straps to the 89 x 89 mm post at A. A 25 kN is applied at the free end of the cantilever at point D. Determine:
the tensile stress developed...
Consider a pressurized cylindrical shell of radius r and pressure p, which at equilibrium has a nonvanishing in-plane stress components pr/2 and pr. This result is generically found by force-balancing.
However, if I bent a pressurized torus into this cylinder, then the pressure will still give...
I am having trouble understanding a relatively simple concept.
A motor is connected to an impeller directly. i.e Motor -> shaft -> impellers
A motor is also connected at 90* to an impeller/shaft i.e Motor -> small shaft -> bevel gears (as linked below) -> shaft -> impellers...
Good day,
I am trying to calculate the stress along the yy-direction for a 3D object compressed in the zz direction (perpendicular to it). The width of the object (in the yy direction) is constant, and the object can only deform along the xx direction. All stresses except for sigma_zz (known)...
First by "this derivation" I'm referring to an online tutorial: http://farside.ph.utexas.edu/teaching/336L/Fluidhtml/node9.html
It's said in the above tutorial that the ##i-th## component of the total torque acting on a fluid element is
##\tau_i = \int_V \epsilon_{ijk} \cdot x_{j} \cdot F_{k}...
hi, i was wondering if a thin walled cylinder was storing water, where the pressure is dependent on the depth of water, how would you calculate the stress in the wall at some depth,
eg are you allowed to use the thin walled pressure vessel stress formula: stress = pd/2t and use the water...
Hey all,
I want to calculate the stress and strain on a beam using MATLAB and I would also like to make a stress-strain curve as well. The problem is as follows:
I have a hollow rectangular aluminum beam that is fixed at both ends. I have the material properties and the dimensions of the beam...
Homework Statement
I have the following table
Load 25 50 75 100 125 150 160 170
Extension 0.38 0.75 1.15 1.53 2.8 8.6 15 28
and I need to:
1. Plot the stress – strain or (load-extension) graph and determine
(a) Approximate value of the elastic limit
(b)...
Hello everyone,
I am currently doing my masters research project on fracture mechanics. My problem is such that I have a flat circular disc(brittle) which is simply supported around its circumference. The top surface of the disc is subjected to a point load at its centre. the bottom surface has...
Hello everyone,
I am trying to find a difference between two versions of the Dang Van criterion on multiaxial fatigue.
Let's say that Dang Van 1 is the one that uses a critical plane and Dang Van 2 the one that uses the Tresca criterion (which means no critical plane)
I assume that the only...
In my study I deal with tubulars frequently, and it is well known how to calculate stresses due to external pressure on a (hollow) uniformly-thick cylinder (i.e. a pipe).
Suppose now that I have a cone, tapering downward like a V, with a hollow cylindrical interior (like the inside of a pipe)...
Hi!
I'm a little bit confused about the meaning of the total stress during stress linearization (by path in the ANSYS). May somebody explain me what's it means or show the formula for this stresses?
Thank You!
I have a problem where I'm considering a curved member of circular cross section bent in the shape of a half circle and fixed at the base. A force is applied perpendicular to it (so in the picture, the dot is the force going 'into' the screen at the top view) and I'm trying to find the bending...
Hello, I'm trying to follow along with the stress analysis derivation for flywheels given here, but I'm stuck at the point where it says:2⋅σ t⋅δrsin(1/2⋅δθ) + σrδθ - (σr + δσr) (r + σr )θδθ = ρr2ω2δr ⋅δθ
in the limit reduces to:
σ_t- σ_r - r⋅\frac{dσ_r}{dr}= \rho⋅r^2 ω^2
I'm a little rusty...
Hi,
I am modelling the stress field of a dislocation (an extra half line of atoms in a crystal) in a 2D plane using MatLab.
The dislocation can line at different angles. I can rotate the dislocation for any angle; but in relaity the angle is limited by the structure of the crystal: theta is...