Strut- and- Tie Model Method for Partial Compression about Prestressed Tendon Constraint Concrete

Abstract:

Prestressed tendon constraint partial compression concrete is a new approach to solve the phenomenon of insufficient bearing capacity in partial compression concrete members .The keystone of Strut-and-tie theory is presented.The development of strut-and-tie model is in-depth analyzed based on the description of the stress distribution in the members , the author considers that this theory can yet be regard as an ideal calculation method in partial compression members which is constrained by prestressed tendon or steel mesh.

• Periodical: Applied Mechanics and Materials (Volumes 351-352)
• Pages: 1004-1007
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.351-352.1004
• Online since: August 2013
• Authors: Lei Ji, Xin Sheng Yin
• Keywords: Partial Compression Component, Prestressed Tendon, Strut-and-Tie Theory

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