Effect of Strengthening Methods on Two-Way Slab under Low-Velocity Impact Loading

Effect of Strengthening Methods on Two-Way Slab under Low-Velocity Impact Loading

In this study, the performance of reinforced concrete slabs strengthened using four methods was investigated under impact loads transferred from the top side to bottom side. The top and bottom sides of test slabs were strengthened by no-slump high-strength, high-ductility concrete (NSHSDC), fiber-re...

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Bibliographic Details
Main Authors: Sun-Jae Yoo, Tian-Feng Yuan, Se-Hee Hong, Young-Soo Yoon
Format: Article
Language:English
Published: MDPI AG 2020-12-01
Series:Materials
Subjects:
strengthening methods
fiber reinforced polymer
no-slump
high-strength
ductility concrete
low-velocity impact load
Online Access:https://www.mdpi.com/1996-1944/13/24/5603

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