MATEC Web Conf.
Volume 63, 20162016 International Conference on Mechatronics, Manufacturing and Materials Engineering (MMME 2016)
|Number of page(s)||4|
|Section||Materials Science and Engineering|
|Published online||12 July 2016|
Comparison of the design rules for the end of the prestressed concrete double tee component between China and the United States
Department of Civil Engineering, Shenyang Jianzhu University, Shenyang, China
a Corresponding author: email@example.com
Precast prestressed concrete double tee is an economic bearing component which can be made into a large span, large coverage area .From the angle of the design for the end of the precast prestressed concrete double tee component, flexure and axial tension in extended end, direct shear, diagonal tension at re-entrant corner, diagonal tension in extended end and the connection of the end of precast prestressed double tee component in China and the United States are compared. The comparative study provide the direction for the future development of China in the double tee,including strengthening the end reinforcement and increasing end connections.
© Owned by the authors, published by EDP Sciences, 2016
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