Shear Tests of Deep Hollow Core Slabs Strengthened by Core-Filling
Prestressed hollow core slabs (PHCSs) have commonly been applied to long-span structures, due to their excellent flexural capacity and deflection control performance. However, in quite a few cases, the web-shear strength at member ends subjected to high shear forces is insufficient, because the web...
Main Authors: | Hyo-Eun Joo, Sun-Jin Han, Min-Kook Park, Kang Su Kim |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-03-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/10/5/1709 |
Similar Items
-
Shear Performance for Prestressed Concrete Hollow Core Slabs
by: Yong-Jun Lee, et al.
Published: (2020-02-01) -
Web-Shear Capacity of Thick Precast Prestressed Hollow-Core Slab Units Produced by Extrusion Method
by: Min-Kook Park, et al.
Published: (2019-01-01) -
Shear capacity of dry-cast extruded precast/prestressed hollow-core slabs
by: Truderung, Karl
Published: (2011) -
Shear capacity of dry-cast extruded precast/prestressed hollow-core slabs
by: Truderung, Karl
Published: (2011) -
Shear Behaviour of Precast/Prestressed Hollow-Core Slabs
by: Celal, Mahmut Sami
Published: (2012)