Código QR (código de barras bidimensional)

Flexural Analysis Model of Externally Prestressed Steel-Concrete Composite Beam with Nonlinear Interfacial Connection

Interfacial slip effects and the unbonded phenomenon of external tendons are the key mechanical features of the externally prestressed steel-concrete composite beams (EPCBs). In this paper, an 8-node fiber beam element is built for the nonlinear analysis of the composite beam with interfacial slip e...

תיאור מלא

שמור ב:
Principais autores: Wutong Yan, Liangjiang Chen, Bing Han, Huibing Xie, Yue Sun
פורמט: Artigo
שפה:Inglês
יצא לאור: MDPI AG 2022-05-01
סדרה:Applied Sciences
נושאים:
external tendon
composite beam
interfacial slip
nonlinear behavior
flexural analysis
גישה מקוונת:https://www.mdpi.com/2076-3417/12/9/4699
תגים: הוספת תג
אין תגיות, היה/י הראשונ/ה לתייג את הרשומה!

פריטים דומים