Investigation on Single Tube CFST Arch Models by Modeling Structural Stressing State Based on NSF Method

Investigation on Single Tube CFST Arch Models by Modeling Structural Stressing State Based on NSF Method

This paper investigated the behavioral characteristics of two single tube concrete-filled steel tube (CFST) arch models under different loads. Applying the numerical shape function (NSF) method, the limited strain data of arch models were interpolated to obtain more detailed strain information at un...

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Bibliographic Details
Main Authors: Kangkang Yang, Wei Wang, Jun Shi, Guorui Sun, Kaikai Zheng, Mingyue Zhang
Format: Article
Language:English
Published: MDPI AG 2019-11-01
Series:Applied Sciences
Subjects:
numerical shape function
structural stressing state
mutation
failure load
cfst arch
Online Access:https://www.mdpi.com/2076-3417/9/23/5006

Internet

https://www.mdpi.com/2076-3417/9/23/5006

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