Internal Forces Analysis of Prestressed Concrete Box Girder Bridge by Using Structural Stressing State Theory

Internal Forces Analysis of Prestressed Concrete Box Girder Bridge by Using Structural Stressing State Theory

This paper analyzes the working behavior characteristics of a prestressed concrete transverse large cantilever continuous (PCTLCC) box girder bridge model based on structural stressing state theory and the numerical shape function (NSF) method. At first, the normalized generalized strain energy dens...

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Bibliographic Details
Main Authors: Shuo Liu, Yi Zhang, Jun Shi, Baisong Yang
Format: Article
Language:English
Published: MDPI AG 2021-08-01
Series:Materials
Subjects:
stressing state
mutation
numerical shape function
large cantilever box girder bridge
characteristic load
Online Access:https://www.mdpi.com/1996-1944/14/16/4671

Internet

https://www.mdpi.com/1996-1944/14/16/4671

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