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Unformatted text preview: MASSACHUSETTS INSTITUTE OF TECHNOLOGY DEPARTMENT OF MECHANICAL ENGINEERING CAMBRIDGE, MASSACHUSETTS 02139 2.002 MECHANICS AND MATERIALS II QUIZ I SOLUTIONS Distributed : Wednesday, March 17, 2004 This quiz consists of four (4) questions. A brief summary of each question’s content and associated points is given below: 1. (10 points) This is the credit for your (up to) two (2) pages of selfprepared notes. Please be sure to put your name on each sheet , and hand it in with the test booklet. You are already done with this one! 2. (20 points) A labbased question. 3. (40 points) A multipart question about a linear elastic boundary value problem. 4. (30 points) A ‘design for yield’ question. Note: you are encouraged to write out • your understanding of the problem, and • your understanding of “what to do in order to solve the problem”, even if you find yourself having “algebraic/numerical diﬃculties” in actually doing so: in short, • let me see what you are thinking, instead of just what you happen to write down.... The last page of the quiz contains “useful” information. Please refer to this page for equa tions, etc., as needed. If you have any questions about the quiz, please ask for clarification. Good luck! Problem 1 (10 points) Attach your selfprepared 2sheet (4page) notes/outline to the quiz booklet. Be sure your name is on each sheet. Problem 2 (20 points) (LabBased Problem) In your own words, describ e the following terms used in the description of linear elastic stress concentration, and brieﬂy illustrate (with schematic figures, simple equations, etc.) how these features are used, measured, or are otherwise identified: • (5 points) stress concentration factor A stress concentration factor, K t , can be defined as the ratio of the [peak] value of a stress component, σ local , at a highlystressed location (e.g., a notch root) to a nominal, or farfield value of a stress component, σ nom , that is [typically] readily associated with overall loading: σ local K t ≡ σ nom ≥ 1 . • (5 points) St. Venant’s principle St. Venant’s principle states that the perturbation in a nominally homogeneous stress state introduced by a [geometric/material] hetero geneity (e.g., a hole, notch, cutout, or reinforcement) of characteristic linear dimension “ ” decays rapidly with distance from the heterogeneity. In practice, the effects of the perturbation in the stress field are negligible for distances greater than ∼ 3 . (10 points) Describ e “best practice” in the location of a resistance strain gauge to measure stress concentration at the root of a throughthickness notch in a planar body subjected to inplane loading. (1 page, maximum)....
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This note was uploaded on 02/23/2012 for the course MECHANICAL 2.002 taught by Professor Davidparks during the Spring '04 term at MIT.
 Spring '04
 DavidParks
 Mechanical Engineering

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