Evaluation of Shear Design Procedures for Reinforced Concrete Members under Axial Compression

2001 ◽  
Vol 98 (4) ◽  
Keyword(s):  
Reinforced Concrete ◽  
Axial Compression ◽  
Design Procedures ◽  
Concrete Members ◽  
Shear Design

Erratum for “Limitations of FRP Jacketing in Confining Old-Type Reinforced Concrete Members in Axial Compression” by S. P. Tastani, S. J. Pantazopoulou, D. Zdoumba, V. Plakantaras, and E. Akritidis

2013 ◽  
Vol 17 (6) ◽  
pp. 08013001
Author(s):  
Souzana Tastani ◽  
Stavroula Pantazopoulou ◽  
D. Zdoumpa ◽  
V. Plakantaras ◽  
E. Akritidis
Keyword(s):  
Reinforced Concrete ◽  
Axial Compression ◽  
Concrete Members

scholarly journals UTILITY SHEAR DESIGN EQUATIONS FOR REINFORCED CONCRETE MEMBERS APPLYING PLASTICITY

1990 ◽  
Vol 417 (0) ◽  
pp. 31-45 ◽  
Author(s):  
Hiroshi KURAMOTO ◽  
Koichi MINAMI
Keyword(s):  
Reinforced Concrete ◽  
Concrete Members ◽  
Shear Design

scholarly journals Aging Coefficient Formula of Reinforced Concrete Members under Axial Compression

2013 ◽  
Vol 13 (4) ◽  
pp. 67-74 ◽  
Author(s):  
Jae-Wook Yoo ◽  
Eun-Jong Yu
Keyword(s):  
Reinforced Concrete ◽  
Axial Compression ◽  
Concrete Members

Limitations of FRP Jacketing in Confining Old-Type Reinforced Concrete Members in Axial Compression

2006 ◽  
Vol 10 (1) ◽  
pp. 13-25 ◽  
Author(s):  
S. P. Tastani ◽  
S. J. Pantazopoulou ◽  
D. Zdoumba ◽  
V. Plakantaras ◽  
E. Akritidis
Keyword(s):  
Reinforced Concrete ◽  
Axial Compression ◽  
Concrete Members

A new approach to shear design of slender reinforced concrete members without transverse reinforcement

2016 ◽  
Vol 107 ◽  
pp. 180-194 ◽  
Author(s):  
Nguyen Duc Tung ◽  
Nguyen Viet Tue
Keyword(s):  
Reinforced Concrete ◽  
Transverse Reinforcement ◽  
New Approach ◽  
Concrete Members ◽  
Shear Design

Unity Equation of Torsional Capacity for RC Members Subjected to Axial Compression, Bend, Shear and Torque

2010 ◽  
Vol 163-167 ◽  
pp. 874-879
Author(s):  
Jin Jie Men ◽  
Qing Xuan Shi ◽  
Qiu Wei Wang
Keyword(s):  
Reinforced Concrete ◽  
Axial Compression ◽  
Concrete Members ◽  
Space Truss ◽  
Truss Model ◽  
Variable Angle ◽  
Mechanics Performance ◽  
Angle Space ◽  
Calculation Results ◽  
Better Than

The mechanics performance of reinforced concrete members subjected to axial compression, bending, shear and torque is very complex. Several calculation models have been established to estimate the torsional capacity of combined torsion members; however, the calculation results of different models have a great variation. In this paper, variable-angle space truss model is adopted to analyze the mechanics performance of reinforced concrete members subjected to combined torsion. With respect to various shapes of specimens, various load modes, and various strength of concrete, a unity equation about torsional capacity of combined torsional member is obtained. Based on the unity equation, the torsional capacity of 59 combined torsional specimens is calculated. In contrast with the equation of ACI and the code of China, the torsional capacity calculated by the unity equation agrees well with the results of experiment and much better than the results of ACI code and China code. It is concluded that the unity equation can provide valuable reference for calculation and design of combined torsion members.

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