Cap. 2 - Deformação

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  • 2004 by Pearson Education1-*TENSES E DEFORMAES IDEFORMAOQuando uma fora aplicada a um corpo, tende a mudar a forma e o tamanho dele. Tais mudanas so denominadas DEFORMAO.PODEM SER VISVEIS OU INVISVEISDE MANEIRA GERAL, A DEFORMAO DO CORPO NO UNIFORME EM TODO SEU VOLUMEMEDIES SO FEITAS ATRAVS DE EXPERIMENTOS

    ESTADO PLANO DE DEFORMAES REQUER A ESPECIFICAO DE TRS DEFORMAES NORMAIS E TRS POR CISALHAMENTO

    2004 by Pearson Education

  • 2004 by Pearson Education1-*DEFORMAOA tenso excessiva em materiais frgeis pode provocar sua deformao at a ruptura.

    2004 by Pearson Education

  • 2004 by Pearson Education1-*DEFORMAESPRINCIIS TPICOS:DEFORMAO NORMALDEFORMAO POR CISALHAMENTO

    2004 by Pearson Education

  • 2004 by Pearson Education1-*DEFORMAO NORMALCONCEITO: ALONGAMENTO OU A CONTRAO DE UM SEGMENTO DE RETA POR UNIDADE DE COMPRIMENTO.med = s - s / s

    2004 by Pearson Education

  • 2004 by Pearson Education1-*TENSES E DEFORMAES IDEFORMAO NORMAL:Se for conhecido: s (1 + ).sUnidades:

    - Grandeza adimensional- Micrometros por metro- Polegadas por polegadas- Percentual

    2004 by Pearson Education

  • 2004 by Pearson Education1-*DEFORMAESPRINCIIS TPICOS:DEFORMAO NORMALDEFORMAO POR CISALHAMENTO

    2004 by Pearson Education

  • 2004 by Pearson Education1-*DEFORMAO POR CISALHAMENTOCONCEITO: MUDANA DE NGULO OCORRIDA ENTRE DOIS SEGMENTOS DE RETA ORIGINALMENTE PERPENDICULARES ENTRE SI.

    2004 by Pearson Education

  • 2004 by Pearson Education1-*COMPONENTES CARTESIANOS DA DEFORMAOPequeno elementoOBS.: Deformaes normais provocam mudanas de volume do elemento retangular, enquanto deformaes por cisalhamento provocam mudanas no seu formato.

    2004 by Pearson Education

  • 2004 by Pearson Education2-*A haste est submetida a um aumento de temperatura ao longo do eixo, o que cria uma deformao normal na haste de 0,04z^(1/2). Qual o deslocamento da extremidade B da haste devido ao aumento de temperatura? Qual a deformao normal mdia da haste.

    2004 by Pearson Education

  • 2004 by Pearson Education2-*Uma fora que atua no cabo da alavanca provoca uma rotao de = 0,002rad no sentido horrio. Determinar a deformao normal mdia desenvolvida no arame BC.

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*A chapa deformada, ficando com o formato tracejado abaixo. Considerando que as linhas horizontais da chapa permanecem horizontais e no mudam seu comprimento, determinar a deformao mdia ao longo do lado AB e a deformao por cisalhamento mdia da chapa em relao aos eixos x e y.

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education2-*

    2004 by Pearson Education

  • 2004 by Pearson Education1-*Determinar o maior valor de P para as duas foras axiais em E e F de modo que a tenso no colar (C preso ao eixo e localizado a direita do mancal B) no exceda uma tenso de apoio admissvel em C de 75 e que a tenso normal mdia no eixo no exceda um esforo de trao admissvel de 55 MPa.

    2004 by Pearson Education

    *FG01_00CO.TIF

    Notes:the bolts used for the connections of this steel framework are subjected to stress

    UFRJ - TENSES E DEFORMAES IUFRJ - TENSES E DEFORMAES I*UFRJ - TENSES E DEFORMAES IUFRJ - TENSES E DEFORMAES I*FG01_00CO.TIF

    Notes:the bolts used for the connections of this steel framework are subjected to stress

    UFRJ - TENSES E DEFORMAES IUFRJ - TENSES E DEFORMAES I*FG01_01.TIF

    Notes:A body can be subjected to several different types ofexternal loads

    UFRJ - TENSES E DEFORMAES IUFRJ - TENSES E DEFORMAES I*FG01_00CO.TIF

    Notes:the bolts used for the connections of this steel framework are subjected to stress

    UFRJ - TENSES E DEFORMAES IUFRJ - TENSES E DEFORMAES I*FG01_00CO.TIF

    Notes:the bolts used for the connections of this steel framework are subjected to stress

    UFRJ - TENSES E DEFORMAES IUFRJ - TENSES E DEFORMAES I*FG01_01.TIF

    Notes:A body can be subjected to several different types ofexternal loads

    UFRJ - TENSES E DEFORMAES IUFRJ - TENSES E DEFORMAES I*FG01_00CO.TIF

    Notes:the bolts used for the connections of this steel framework are subjected to stress

    UFRJ - TENSES E DEFORMAES IUFRJ - TENSES E DEFORMAES I*FG02_04.TIF

    Notes:Example 2-1

    UFRJ - TENSES E DEFORMAES I*FG02_05a.TIF

    Notes:Example 2-2

    UFRJ - TENSES E DEFORMAES I*FG02_05b.TIF

    Notes:Example 2-2: solution

    UFRJ - TENSES E DEFORMAES I*FG02_06a.TIF

    Notes:Example 2-3

    UFRJ - TENSES E DEFORMAES I*FG02_06b.TIF

    Notes:Example 2-3: solution

    UFRJ - TENSES E DEFORMAES I*FG02_06c.TIF

    Notes:Example 2-3: solution

    UFRJ - TENSES E DEFORMAES I*FG02_07a.TIF

    Notes:Example 2-4

    UFRJ - TENSES E DEFORMAES I*FG02_07b.TIF

    Notes:Example 2-4: solution

    UFRJ - TENSES E DEFORMAES I*FG02_07-01UNP01.TIF

    Notes:Problem 2-01

    UFRJ - TENSES E DEFORMAES I*FG02_07-02UNP03.TIF

    Notes:Problem 2-03

    UFRJ - TENSES E DEFORMAES I*FG02_07-03UNP04_05.TIF

    Notes:Problem 2-04/05

    UFRJ - TENSES E DEFORMAES I*FG02_07-04UNP06.TIF

    Notes:Problem 2-06

    UFRJ - TENSES E DEFORMAES I*FG02_07-05UNP07.TIF

    Notes:Problem 2-07

    UFRJ - TENSES E DEFORMAES I*FG02_07-06UNP08.TIF

    Notes:Problem 2-08

    UFRJ - TENSES E DEFORMAES I*FG02_07-07UNP09.TIF

    Notes:Problem 2-09

    UFRJ - TENSES E DEFORMAES I*FG02_07-08UNP10.TIF

    Notes:Problem 2-10

    UFRJ - TENSES E DEFORMAES I*FG02_07-09UNP11.TIF

    Notes:Problem 2-11

    UFRJ - TENSES E DEFORMAES I*FG02_07-10UNP12.TIF

    Notes:Problem 2-12

    UFRJ - TENSES E DEFORMAES I*FG01_34a.TIF

    Notes:Example 1-16

    UFRJ - TENSES E DEFORMAES I