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By expressing this in terms of the principal stresses and a design factor, we have 3 1 Sy [( 1 2)2 + ( 2 3)2 + ( 3 1)2]1/2 = = [ o]lim = n 2 2 (28.1)

The term is called the von Mises stress. It is the uniaxial tensile stress that induces the same octahedral shear (or distortion energy) in the uniaxial tension test specimen as does the triaxial stress state in the actual part. For plane stress, one principal stress is zero. If the larger nonzero principal stress is A and the smaller B, then

OrderTypeId, OrderStatusId)

Corporate imaging and product branding play a critical role in the pro tability of any organization. Successfully maintaining and strengthening these concepts are one of the chief duties of any marketing department and environmental initiatives can go a long way to bolster them. Speci cally, by focusing on solid waste minimization and publicizing these efforts, an organization can

2 2 = ( A + B A B)1/2 =

(28.2)

Select @intOrderItemId = @@identity, @intErrorCode = @@Error If @intErrorCode <> 0 Begin Rollback Transaction @chvInventoryId Return @intErrorCode End Return 0 Go

Increase sales by attracting environmentally conscious consumers. Improve the recruitment of employees who share similar values. Attract environmentally conscious partners. Attain free corporate publicity. Increase employee involvement gateway to other programs (heart and mind). Maintain cleaner facilities.

By substituting the relation A,B = we get a more convenient form:

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The following script demonstrates how an application using these stored procedures must initiate a transaction:

2 = ( x2 + y2 x y + 3 xy)1/2 =

Solid waste minimization also offers personal and social bene ts. Although many of these bene ts are somewhat intangible and dif cult to measure they are worth mentioning. They are worth mentioning because they can be selling points when promoting an environmental program. Below is a list of some of these bene ts

(28.3)

Declare @intOrderId int, @intOrderItemId int Begin Tran Exec @intOrderId = prScrapOrder @dtsOrderDate = '1/10/1999', @intRequestedById = 1, @dtsTargetDate = '1/1/2000', @chvNote = NULL, @insOrderTypeId = 3, -- scrap @inyOrderStatusId = 1 -- ordered Exec prScrapOrderSaveItem @intOrderId, 11, @intOrderItemId OUTPUT Exec prScrapOrderSaveItem @intOrderId, 5, @intOrderItemId OUTPUT Exec prScrapOrderSaveItem @intOrderId, 7, @intOrderItemId OUTPUT Commit Tran

Example 1. A thin-walled pressure cylinder has a tangential stress of and a longitudinal stress of /2. What is the permissible tangential stress for a design factor of n Solution

Personal satisfaction for helping the environment. Sustainable environment for future generations. Cleaner facilities. Buy-in at work programs (EI). Healthier environments and a higher standard of living. Generate money to assist local programs such as the sale of aluminum cans to bene t a children s burn unit at a hospital.

2 2 = ( A + B A B)1/2

6:

Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

TIP: I have to tell you that, personally, I never use this mechanism. It is neither controllable nor flexible enough for my taste.

Note especially that this result is larger than the uniaxial yield strength divided by the design factor. Example 2. Estimate the shearing yield strength from the tensile yield strength. Solution. Set A = , B = , and at yield, = Ssy, so

3.6 Summary

28.2.1 Brittle Materials To define the criterion of failure for brittle materials as rupture, we require that the fractional reduction in area be less than 0.05; this corresponds to a true strain at fracture of about 0.05. Brittle materials commonly exhibit an ultimate compressive strength significantly larger than their ultimate tensile strength. And unlike with ductile materials, the ultimate torsional strength is approximately equal to the ultimate tensile strength. If A and B are ordered-plane principal stresses, then there are five points on the rupture locus in the A B plane that can be immediately identified (Fig. 28.1). These are

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