Analysis of Reinforced Concrete Members Subject to Shear and Axial Compression

10.14359/9690 ◽  
1996 ◽  
Vol 93 (3) ◽  
Keyword(s):  
Reinforced Concrete ◽  
Axial Compression ◽  
Concrete Members

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 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

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.

Crack width evaluation in FRP reinforced concrete members

10.1617/13564 ◽  
2005 ◽  
Vol 34 (236) ◽  
pp. 119-125
Author(s):  
G. Creazza
Keyword(s):  
Reinforced Concrete ◽  
Crack Width ◽  
Concrete Members

Research on Shear Bearing Capacity of Reinforced Concrete Short Beam in Salt-Fog Environment

2012 ◽  
Vol 455-456 ◽  
pp. 1079-1083
Author(s):  
Wei Jun Yang ◽  
Hong Jia Huang ◽  
Wen Yu Jiang ◽  
Yi Bin Peng
Keyword(s):  
Reinforced Concrete ◽  
Bearing Capacity ◽  
Salt Spray ◽  
Test Chamber ◽  
Shear Capacity ◽  
Salt Spray Test ◽  
Concrete Members ◽  
Short Beam ◽  
Shear Bearing Capacity ◽  
Salt Fog

Shantou atmospheric salt-fog environment is simulated with the comprehensive salt spray test chamber. By using reinforced concrete short beams under different water-cement radio, different corrosion time, the inclined section degradation rules of the corrosive reinforced concrete members are researched for establishing shear capacity of short beam formulas in salt-fog environment.

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