Titlebook: Engineering Mechanics; Volume 2: Stresses, Coenraad Hartsuijker,J. W. Welleman Textbook 2007 Springer Science+Business Media B.V. 2007 ben

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書目名稱Engineering Mechanics影響因子(影響力)




書目名稱Engineering Mechanics影響因子(影響力)學科排名




書目名稱Engineering Mechanics網(wǎng)絡公開度




書目名稱Engineering Mechanics網(wǎng)絡公開度學科排名




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謙卑

Bar Subject to Extension,equently used types of structural members. To understand something about the behaviour of bar type structures, it is first necessary to understand the behaviour of a single bar. This chapter addresses the case of a bar subject to extension. We talk of . when the (straigh t) bar rem ains straight aft

矛盾

Deformation of Trusses,the change in length of all members can be determined using Section 2.6. This chapter describes how to determine the joint disp lacements in a truss from the change in length of the members. Here we assume that the deformation of the truss is exclusively the result of the change in length of the mem

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Observe

Approaching Old Problems From A New Angle,In the previous chapter, we looked (.) at the nor mal stress distribution in the cross-section of a member subject to extension and bending. The norm al stress distribu tion in a cross-section is directly related to the normal force and the bending moment.

Observe

Eye Movements and Higher Cortical Functions,The previous chapter addressed the shear stress distribution due to a shear force. In this chapter we look at the sh ear stresses caused by torsional moments. We will also look at the deformation due to torsion.

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GEN

MUT

Bar Subject to Torsion,The previous chapter addressed the shear stress distribution due to a shear force. In this chapter we look at the sh ear stresses caused by torsional moments. We will also look at the deformation due to torsion.