Study on Flexural Rigidity of Segment Joints in Metro Shield Tunnel

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Abstract:

Through the general finite element program ANSYS to model the segment joints of Tianjin Metro shield tunnel. The relation between rotational angle and bending moment of a segment joint were investigated, and the numerical value of flexural rigidity is obtained by fitting method. In addition, the varying law of flexural rigidity is influenced by eccentricity is discussed.

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1716-1721

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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