A unified approach for determining the ultimate strength of RC members subjected to combined axial force, bending, shear and torsion.
This paper uses experimental investigation and theoretical derivation to study the unified failure mechanism and ultimate capacity model of reinforced concrete (RC) members under combined axial, bending, shear and torsion loading. Fifteen RC members are tested under different combinations of compres...
Main Authors: | Pu Wang, Zhen Huang |
---|---|
Format: | Article |
Language: | English |
Published: |
Public Library of Science (PLoS)
2017-01-01
|
Series: | PLoS ONE |
Online Access: | http://europepmc.org/articles/PMC5393873?pdf=render |
Similar Items
-
The behaviour and ultimate strength of rectangular reinforced concrete beams subjected to combined torsion, bending and shear
by: Devonport, I.
Published: (1983) -
Ultimate strength of members of reinforced concrete frames in combined bending and torsion
by: Kulh, N. Saw
Published: (1969) -
The behaviour and ultimate strength of prestressed concrete beams subjected to combined bending and torsion
by: Taavoni, Shahin
Published: (1977) -
A theoretical investigation into the ultimate strength in bending and torsion of plain and reinforced concrete members
by: Martin, L. H.
Published: (1973) -
Behaviour and ultimate strength of reinforced and prestressed concrete rectangular beams under torsion, bending and shear
by: Jayawardhana, V. G. G.
Published: (1980)