Interface Shear Strength at Various Joint Types in High-Strength Precast Concrete Structures
More precast concrete structures have recently been constructed due to their many advantages when compared to conventional cast-in-place construction. Structural behavior at the joints between the precast segments can significantly affect the overall integrity, safety, and serviceability of the stru...
Main Authors: | Young-Jin Kim, Won-Jong Chin, Se-Jin Jeon |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-09-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/13/19/4364 |
Similar Items
-
Interface Shear Strength at Joints of Ultra-High Performance Concrete Structures
by: Young-Jin Kim, et al.
Published: (2018-09-01) -
Shear strength of match cast dry joints of precast concrete segmental bridges: proposal for Eurocode 2
by: J. Turmo, et al.
Published: (2006-06-01) -
Numeric Analysis on Shear Behavior of High-Strength Concrete Single-Keyed Dry Joints with Fixing Imperfections in Precast Concrete Segmental Bridges
by: Haibo Jiang, et al.
Published: (2020-06-01) -
Experimental Study on the Shear Behavior of Precast Wall Concrete Joints with/without Dowel Reinforcement
by: Qing Zhi, et al.
Published: (2020-04-01) -
Joint shear strength of FRP reinforced concrete beam-column joints
by: Saravanan Jagadeesan, et al.
Published: (2011-03-01)