Stressing state analysis of large curvature continuous prestressed concrete box-girder bridge model

This paper experimentally analyzes the working behavior characteristics of a large-curvature continuous prestressed concrete box-girder (CPCBG) bridge model based on structural stressing state theory. First, the measured strain data is modeled as generalized strain energy density (GSED) to character...

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Hlavní autoři:	Jun Shi, Jiyang Shen, Guangchun Zhou, Fengjiang Qin, Pengcheng Li
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	Vilnius Gediminas Technical University 2019-05-01
Edice:	Journal of Civil Engineering and Management
Témata:	stressing state mutation failure load stressing state mode prestressed concrete box-girder bridge
On-line přístup:	http://journals.vgtu.lt/index.php/JCEM/article/view/9869
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