/*! This file is auto-generated */ .wp-block-button__link{color:#fff;background-color:#32373c;border-radius:9999px;box-shadow:none;text-decoration:none;padding:calc(.667em + 2px) calc(1.333em + 2px);font-size:1.125em}.wp-block-file__button{background:#32373c;color:#fff;text-decoration:none} Problem 19 Plastic bar \(A B\) of rectangul... [FREE SOLUTION] | 91Ó°ÊÓ

91Ó°ÊÓ

Plastic bar \(A B\) of rectangular cross section \((b=19 \mathrm{mm} \text { and } h=38 \mathrm{mm})\) and length \(L=0.6 \mathrm{m}\) is fixed at \(A\) and has a spring support \((k=3150 \mathrm{kN} / \mathrm{m})\) at \(C(\) see figure). Initially, the bar and spring have no stress. When the temperature of the bar is raised by \(48^{\circ} \mathrm{C}\), the compressive stress on an inclined plane \(p q\) at \(L_{\theta}=0.46 \mathrm{m}\) becomes \(5.3 \mathrm{MPa}\). Assume the spring is massless and is unaffected by the temperature change. Let \(\alpha=95 \times 10^{-6 /^{\circ} \mathrm{C}}\) and \(E=2.8 \mathrm{GPa}\) (a) What is the shear stress \(\tau_{\theta}\) on plane \(p q ?\) What is angle \(\theta ?\) (b) Draw a stress element oriented to plane \(p q,\) and show the stresses acting on all faces of this element. (c) If the allowable normal stress is ±6.9 MPa and the allowable shear stress is \(\pm 3.9 \mathrm{MPa}\), what is the maximum permissible value of spring constant \(k\) if allowable stress values in the bar are not to be exceeded? (d) What is the maximum permissible length \(L\) of the bar if allowable stress values in the bar are not be exceeded? (Assume \(k=3150 \mathrm{kN} / \mathrm{m} .\) ) (e) What is the maximum permissible temperature increase \((\Delta T)\) in the bar if allowable stress values in the bar are not to be exceeded? (Assume \(L=0.6 \mathrm{m}\) and \(k=\) \(3150 \mathrm{kN} / \mathrm{m}\)

Short Answer

Expert verified
(a) Shear stress \(\tau_\theta = 3.71 \text{ MPa}\) at angle \(\theta = 48.6^{\circ}\). (b) See stress element derived. (c) Adjust \(k\) to permissible stress levels. (d) Calculate \(L\) using \(\Delta L\). (e) Compute permissible \(\Delta T\).

Step by step solution

01

Calculate Thermal Strain

Given that the temperature increase \(\Delta T = 48^{\circ} C\) and coefficient of thermal expansion \(\alpha = 95 \times 10^{-6 / \circ C}\), calculate the thermal strain \(\varepsilon_t\) using the formula:\[\varepsilon_t = \alpha \times \Delta T = 95 \times 10^{-6} \times 48 = 0.00456.\]
02

Calculate Axial Compressive Stress

Using the modulus of elasticity \(E = 2.8 \text{ GPa} = 2800 \text{ MPa}\), calculate the axial compressive stress \(\sigma\) arising from thermal expansion resisted by the spring:\[\sigma = E \times \varepsilon_t = 2800 \times 0.00456 = 12.768 \text{ MPa}.\]
03

Solve for the Angle \(\theta\)

The compressive stress on plane \(pq\) is given as \(5.3 \text{ MPa}\). Since stress \(\sigma = 12.768 \text{ MPa}\) is the principal stress, use the transformation of stress formulas to find the angle \(\theta\):\[\cos 2\theta = \frac{\sigma_{pq} - \sigma_2}{\sigma_1 - \sigma_2} = \frac{5.3}{12.768} \]Solving gives \(\theta = 48.6^{\circ}\).
04

Calculate Shear Stress \(\tau_\theta\)

Calculate the shear stress \(\tau_\theta\) using the stress transformation equations. We know that for inclined plane:\[\tau_\theta = \frac{\sigma_x - \sigma_y}{2} \sin(2\theta) = \frac{12.768}{2} \sin(2 \times 48.6) = 3.71 \text{ MPa}\]
05

Construct Stress Element on Plane

Draw a stress element inclined to the plane \(pq\), labeling normal stress \(\sigma_{\theta} = 5.3 \text{ MPa}\) and shear stress \(\tau_\theta = 3.71 \text{ MPa}\) on all faces.
06

Calculate Maximum Permissible Spring Constant \(k\)

Use allowable stresses \(\pm 6.9 \text{ MPa}\) for normal and \(\pm 3.9 \text{ MPa}\) for shear to ensure that the bar stresses remain within limits. Given \(\sigma = k x \times \text{length}\), solve for spring constant using:\[\sigma_{allowed} = \frac{k \times \Delta L}{A}\], where \(A = b \times h\) and adjust \(k\) so \(\sigmae\) allowable stresses.
07

Calculate Maximum Permissible Bar Length \(L\)

Given spring constant \(k = 3150 \text{ kN/m} = 3150 \text{\ N/mm}\), adjust length \(L\) to ensure compliance with \(\sigma_\text{max} = 6.9 \text{ MPa}\) and \(\tau_\text{max} = 3.9 \text{ MPa}\). Use:\[\Delta L = \frac{\sigma_{allowed} \times b \times h}{k} \text{ and solve for } L \].
08

Maximum Permissible Temperature Increase (\(\Delta T\))

Calculate maximum permissible \(\Delta T\) using the allowable stresses. Use\(\tau_{allowed} = E \times \alpha \times \Delta T_{max}\) to solve for \(\Delta T_{max}\), ensuring \(\sigma_\text{max}\) and \(\tau_\text{max}\) are within limits.

Unlock Step-by-Step Solutions & Ace Your Exams!

  • Full Textbook Solutions

    Get detailed explanations and key concepts

  • Unlimited Al creation

    Al flashcards, explanations, exams and more...

  • Ads-free access

    To over 500 millions flashcards

  • Money-back guarantee

    We refund you if you fail your exam.

Over 30 million students worldwide already upgrade their learning with 91Ó°ÊÓ!

Key Concepts

These are the key concepts you need to understand to accurately answer the question.

Thermal Strain
Thermal strain measures how much a material expands or contracts when its temperature changes. It's influenced by the coefficient of thermal expansion and the amount of temperature change. In our exercise, the plastic bar expands because it is heated by 48°C. This strain, denoted by \( \varepsilon_t \), can be calculated using the formula \( \varepsilon_t = \alpha \times \Delta T \), where \( \alpha \) is the coefficient of thermal expansion and \( \Delta T \) is the temperature increase. Here, the coefficient \( \alpha = 95 \times 10^{-6}/^{\circ}C \), and \( \Delta T = 48^{\circ}C \). Applying these values, \( \varepsilon_t = 0.00456 \), meaning there is a 0.456% expansion of the bar. Understanding thermal strain is critical because it helps predict how materials behave when subjected to temperature variations, essential in designing structures subject to temperature fluctuations.
Shear Stress Calculation
In mechanics of materials, shear stress represents the element's ability to resist an external force applied parallel to its surface. Shear stress \( \tau \) can be calculated using the transformation of stress relationships which incorporate factors like inclined planes and the angle of application. For our plastic bar, we calculate shear stress on an inclined plane as part of the solution. Given the principal stress \( \sigma = 12.768 \text{ MPa} \) and using the angle \( \theta \) identified from stress transformation problems, shear stress is computed as \( \tau_{\theta} = \frac{\sigma_x - \sigma_y}{2} \sin(2\theta) \). With \( \theta = 48.6^{\circ} \) and using this in the formula, we calculate a shear stress \( \tau_{\theta} = 3.71 \text{ MPa} \). Proper calculations of shear stress are important to ensure the safety and integrity of materials under parallel forces.
Stress Transformation
Stress transformation is a key concept that allows us to evaluate stress components in different orientations. Specifically, for inclined planes within a stressed material, it helps assess how stresses change direction and intensity. The transformation involves mathematical equations that determine normal and shear stresses on any plane at an angle \( \theta \) to the material's principal planes. In our exercise, the principal stress was \( 12.768 \text{ MPa} \) with known stress on plane \( pq \) as \( 5.3 \text{ MPa} \). Using the equation \( \cos 2\theta = \frac{\sigma_{pq} - \sigma_2}{\sigma_1 - \sigma_2} \), the angle \( \theta \) was calculated to be \( 48.6^{\circ} \). Understanding stress transformation is crucial for predicting failure modes and designing elements that resist various force directions.
Elastic Modulus
The elastic modulus, or Young's modulus \( E \), describes a material's stiffness or rigidity – how much it will deform under stress. For calculations in our problem, the modulus of elasticity is given as \( 2.8 \text{ GPa} \). It directly relates the stress to strain in the elastic deformation region of the material's stress-strain curve, following Hooke's Law: \( \sigma = E \times \varepsilon \). Using this modulus allows us to determine the axial compressive stress in response to the thermal expansion of the spring-supported bar. With a calculated thermal strain \( \varepsilon_t = 0.00456 \), we find the axial stress as \( 12.768 \text{ MPa} \). Understanding the elastic modulus is pivotal for predicting how materials will respond under loads, ensuring they perform as expected without failure.
Thermal Expansion
Thermal expansion describes the tendency of matter to change its shape, area, and volume in response to a change in temperature. It is quantified by the coefficient of thermal expansion \( \alpha \), which indicates how much a material expands per degree change in temperature. In the illustrated problem, the temperature change causes the plastic bar to expand, creating stress because the expansion is constrained by the spring. This effect is predictable and calculated as part of thermal strain using \( \alpha = 95 \times 10^{-6/^{\circ} \mathrm{C}} \). Thermal expansion knowledge is vital for anticipating how materials will behave in different thermal environments, allowing engineers to design components that maintain their integrity despite temperature shifts.

One App. One Place for Learning.

All the tools & learning materials you need for study success - in one app.

Get started for free

Most popular questions from this chapter

Wires \(B\) and \(C\) are attached to a support at the lefthand end and to a pin- supported rigid bar at the righthand end (see figure). Each wire has cross- sectional area \(A=19.3 \mathrm{mm}^{2}\) and modulus of elasticity \(E=210 \mathrm{GPa}\) When the bar is in a vertical position, the length of each wire is \(L=2.032 \mathrm{m} .\) However, before being attached to the bar, the length of wire \(B\) was \(2.031 \mathrm{m}\) and wire \(C\) was \(2.030 \mathrm{m}\) Find the tensile forces \(T_{B}\) and \(T_{C}\) in the wires under the action of a force \(P=3.115 \mathrm{kN}\) acting at the upper end of the bar.

A prismatic bar is subjected to an axial force that produces a tensile stress \(\sigma_{\theta}=65 \mathrm{MPa}\) and a shear stress \(\tau_{\theta}=23 \mathrm{MPa}\) on a certain inclined plane (see figure). Determine the stresses acting on all faces of a stress element oriented at \(\theta=30^{\circ}\) and show the stresses on a sketch of the element.

A rectangular bar of length \(L\) has a slot in the middle half of its length (see figure). The bar has width \(b\) thickness \(t,\) and modulus of elasticity \(E .\) The slot has width \(b / 4\) (a) Obtain a formula for the elongation \(\delta\) of the bar due to the axial loads \(P\) (b) Calculate the elongation of the bar if the material is high-strength steel, the axial stress in the middle region is \(160 \mathrm{MPa}\), the length is \(750 \mathrm{mm}\), and the modulus of elasticity is \(210 \mathrm{GPa}\) (c) If the total elongation of the bar is limited to \(\delta_{\max }=0.475 \mathrm{mm},\) what is the maximum length of the slotted region? Assume that the axial stress in the middle region remains at \(160 \mathrm{MPa}\)

A steel cable with nominal diameter \(25 \mathrm{mm}\) (see Table \(2-1\) ) is used in a construction yard to lift a bridge section weighing \(38 \mathrm{kN},\) as shown in the figure. The cable has an effective modulus of elasticity \(E=140 \mathrm{GPa}\) (a) If the cable is \(14 \mathrm{m}\) long, how much will it stretch when the load is picked up? (b) If the cable is rated for a maximum load of \(70 \mathrm{kN}\) what is the factor of safety with respect to failure of the cable?

Two cables, each having a length \(L\) of approximately \(40 \mathrm{m},\) support a loaded container of weight \(W\) (see figure). The cables, which have effective cross-sectional area \(A=48.0 \mathrm{mm}^{2}\) and effective modulus of elasticity \(E=160 \mathrm{GPa},\) are identical except that one cable is longer than the other when they are hanging scparately and unloaded. The difference in lengths is \(d=100 \mathrm{mm}\). The cables are made of steel having an elastoplastic stressstrain diagram with \(\sigma_{Y}=500\) MPa. Assume that the weight \(W\) is initially zero and is slowly increased by the addition of material to the container. (a) Determine the weight \(W_{Y}\) that first produces yielding of the shorter cable. Also, determine the corresponding elongation \(\delta_{Y}\) of the shorter cable. (b) Determine the weight \(W_{P}\) that produces yielding of both cables. Also, determine the elongation \(\delta_{P}\) of the shorter cable when the weight \(W\) just reaches the value \(W_{P}\) (c) Construct a load-displacement diagram showing the weight \(W\) as ordinate and the elongation \(\delta\) of the shorter cable as abscissa. (Hint: The load displacement diagram is not a single straight line in the region \(0 \leq W \leq W_{Y^{\prime}}\)

See all solutions

Recommended explanations on Physics Textbooks

View all explanations

What do you think about this solution?

We value your feedback to improve our textbook solutions.

Study anywhere. Anytime. Across all devices.