/*! 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 71 The plate is made of Tobin bronz... [FREE SOLUTION] | 91Ó°ÊÓ

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The plate is made of Tobin bronze, which yields at \(\sigma_{Y}=25 \mathrm{ksi} .\) Using the maximum shear stress theory, determine the maximum tensile stress \(\sigma_{x}\) that can be applied to the plate if a tensile stress \(\sigma_{y}=1.5 \sigma_{x}\) is also applied.

Short Answer

Expert verified
The maximum tensile stress that can be applied to the plate is \( \sigma_{x} = 50 \, ksi \)

Step by step solution

01

Understand the relationship between the stresses

The problem states that \(\sigma_{y} = 1.5 \sigma_{x}\). This relationship indicates how the two stresses are connected to each other.
02

Apply the Maximum Shear Stress Theory

According to the Maximum Shear Stress Theory, the maximum shear stress reached in the material is equal to half of the difference between maximum and minimum principal stresses (or also known as the absolute maximum shear stress). As we are talking of tensile stress, \(\sigma_{y}\) is the maximum principal stress, and \(\sigma_{x}\) is the minimum principal stress. Thus, the absolute maximum shear stress is \( Tau_{max} = (\sigma_{y} - \sigma_{x})/2 \).
03

Set up the equation for the stress

Based on step 1 and 2, the equation for the failure criterion in terms of \(\sigma_{x}\) and \(\sigma_{y}\) can be expressed as follows: \(\sigma_{Y} = (\sigma_{y} - \sigma_{x})/2 \)
04

Substitute the relationship between the variables

Substitute the relationship \(\sigma_{y} = 1.5 \sigma_{x}\) into the failure criterion equation, we get: \(\sigma_{Y} = (1.5 \sigma_{x} - \sigma_{x})/2 = 0.5\sigma_{x}\)
05

Solve the equation for \(\sigma_{x}\)

Rearrange the equation to solve for the value of \(\sigma_{x}\): \(\sigma_{x} = 2\sigma{Y}\)
06

Substitute the known values

Substitute \(\sigma_{Y} = 25 \, ksi\) into the above equation: \(\sigma_{x} = 2*25 \, ksi = 50 \, ksi\)

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Key Concepts

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

Tensile Stress
Tensile stress is a measure of how much something is being "stretched." It's essential when analyzing materials like metals and alloys because it tells us how much pulling force a material can handle before it starts to fail. When you apply a force to an object that makes it elongate, you're dealing with tensile stress. It's calculated by dividing the force applied by the area over which the force is distributed: \( \sigma = \frac{F}{A} \), where \( \sigma \) is the tensile stress, \( F \) is the force in newtons (or pounds), and \( A \) is the cross-sectional area in square meters (or square inches).

Understanding tensile stress is crucial because it helps determine the strength of the materials. In engineering, knowing how much tensile stress a material can handle before it breaks can help prevent structural failures. For example, the maximum tensile stress in the problem you're working with is represented as \( \sigma_{x} \). This stress can be affected by other stress factors applied to the material, such as \( \sigma_{y} \) in the original problem, which is given as 1.5 times \( \sigma_{x} \).

In practical terms, when applied to any material like a metal plate, if you pull on the edges, the tensile stress will increase until it reaches the material's yield strength. Beyond this point, the material may deform permanently, marking it as the point of no return.
Yield Stress
Yield stress is the stress level at which a material begins to deform plastically. Before reaching the yield stress, a material will deform elastically, meaning it can return to its original shape once the force is removed. However, any stress beyond this point results in permanent deformation, as the material enters the plastic deformation region. Engineers use yield stress as a critical factor to ensure materials are used within their safe limits.

In the context of the problem, the yield stress \( \sigma_Y \) for Tobin bronze is given as 25 ksi (kips per square inch). The yield stress is the maximum amount of tensile stress that the material can absorb without permanent deformation. Therefore, it's crucial to not exceed this value in order to maintain the structural integrity of the plate made of Tobin bronze.

Understanding yield stress is important because it helps engineers design components that will stand up to the forces they will face during operation without suffering damage. It's like setting a safe limit for how much load the material can handle before it gets "tired" or starts to "give out." In this exercise, by using the maximum shear stress theory and knowing the yield stress, you can find the maximum tensile stress \( \sigma_{x} \) that won't cause the material to yield.
Principal Stresses
Principal stresses are the normal stresses on a particular plane at which the shear stress is zero. These stresses are very important when analyzing the stress state in a material because they represent the maximum and minimum normal stresses a material is experiencing. In other words, they are the largest and smallest values of stress at which the stress is purely tensile or compressive, without any shear component.

In mechanical contexts, principal stresses help engineers understand the safest and most troubling directions for stress within a material. In the exercise provided, \( \sigma_{y} \) acts as the maximum principal stress, while \( \sigma_{x} \) is considered the minimum principal stress. By understanding the relationship between these stresses, engineers can predict potential failure points in structures and machines.

Using the Maximum Shear Stress Theory, the principal stresses help determine the material's capacity to withstand the applied stresses without yielding. As explained in the step-by-step solution, the relationship between \( \sigma_{x} \) and \( \sigma_{y} \) is key to finding the maximum tensile stress that a plate can handle before failure. Thus, knowing principal stresses helps in engineering safety and efficiency by preventing structural failure and optimizing material use.

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Most popular questions from this chapter

Air is pumped into the steel thin-walled pressure vessel at \(C .\) If the ends of the vessel are closed using two pistons connected by a rod \(A B,\) determine the increase in the diameter of the pressure vessel when the internal gage pressure is 5 MPa. Also, what is the tensile stress in rod \(A B\) if it has a diameter of \(100 \mathrm{mm} ?\) The inner radius of the vessel is \(400 \mathrm{mm},\) and its thickness is \(10 \mathrm{mm} . E_{\mathrm{st}}=200 \mathrm{GPa}\) and \(\nu_{\mathrm{st}}=0.3\)

10-26. The \(45^{\circ}\) strain rosette is mounted on the surface of a pressure vessel. The following readings are obtained for each gage: \(\epsilon_{a}=475\left(10^{-6}\right), \quad \epsilon_{b}=250\left(10^{-6}\right),\) and \(\epsilon_{c}=-360\left(10^{-6}\right) .\) Determine the in-plane principal strains.

A soft material is placed within the confines of a rigid cylinder which rests on a rigid support. Assuming that \(\boldsymbol{\epsilon}_{x}=0\) and \(\epsilon_{y}=0,\) determine the factor by which the stiffness of the material, or the apparent modulus of elasticity, will be increased when a load is applied,if \(\nu=0.3\) for the material.

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The short concrete cylinder having a diameter of \(50 \mathrm{mm}\) is subjected to a torque of \(500 \mathrm{N} \cdot \mathrm{m}\) and an axial compressive force of \(2 \mathrm{kN}\). Determine if it fails according to the maximum normal stress theory. The ultimate stress of the concrete is \(\sigma_{\mathrm{ult}}=28 \mathrm{MPa}\).

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