Experimental investigation of punching shear behaviour of ultra-high performance self-compacting concrete slabs
The use of heavy reinforced and thick transfer-slab in multipurpose tall buildings is crucial to dealing with many issues such as high bending and punching shear stresses created from relocation of columns in floors above transfer-slab. Ultra-High Performance Self-Compacting Concrete (UHPSCC) is a p...
Main Authors: | Mohamed A. El Zareef, Ayman G. Abdulrahaman, Ahmed Alnemari |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2023-12-01
|
Series: | Case Studies in Construction Materials |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509523004874 |
Similar Items
-
Punching Shear Behavior of Fibrous Self -Compacting Concrete Flat Slabs
by: Mutaz Kadhim Medhlom
Published: (2014-11-01) -
Columns Cross-Section Shape Effect on Punching Shear in Reinforced Concrete Flat Slabs
by: Mohammed Oleiwi
Published: (2023-12-01) -
Punching strength of reinforced concrete flat slabs without shear reinforcement
by: P. V. P. Sacramento, et al. -
Design of punching shear for prestressed slabs with unbonded tendons on internal columns
by: L. A. R. Luchi, et al. -
Punching Shear Strength of Self Compacted Ferrocement Slabs
by: Abdulkhaliq Abdulyimah Jaafer, Instructor, et al.
Published: (2015-02-01)