scholarly journals Performance of T-Shaped Steel Reinforced Concrete Column under High Temperature

2017 ◽  
Vol 210 ◽  
pp. 565-573 ◽  
Author(s):  
Yuzhuo Wang ◽  
Ying Huang ◽  
Chuanguo Fu
Keyword(s):  
Reinforced Concrete ◽  
High Temperature ◽  
Concrete Column ◽  
Reinforced Concrete Column ◽  
Steel Reinforced Concrete

Temperature Field Analysis of Steel Reinforced Concrete Column in Fire

2013 ◽  
Vol 351-352 ◽  
pp. 615-618 ◽  
Author(s):  
Jian Hua Chen ◽  
Chao Ma ◽  
Jian Hua Li ◽  
Qin Qian
Keyword(s):  
Temperature Field ◽  
Reinforced Concrete ◽  
High Temperature ◽  
Field Analysis ◽  
Concrete Column ◽  
Distribution Law ◽  
Reinforced Concrete Column ◽  
Element Analysis ◽  
Steel Reinforced Concrete ◽  
Nice Agreement

In order to analyze the mechanical properties of the remaining carrying capacity of steel reinforced concrete columns after exposure to fire, full preparations must be needed. In this paper, the numerical simulation of the temperature field of steel reinforced concrete column section was being adopted the finite element analysis software MSC.MARC to analyze. Temperature distribution law of the column cross-section in the case of uneven fire was obtained. There has a nice agreement between calculation and original test data which created the conditions for high temperature and high temperature performance analysis for SRC columns

Stimulation Analysis of High Temperature Bearing Capacity of Steel Reinforced Concrete Column Strengthened by CFRP

2013 ◽  
Vol 351-352 ◽  
pp. 401-405
Author(s):  
Cheng Zhu Qiu ◽  
Gang Yang
Keyword(s):  
Reinforced Concrete ◽  
High Temperature ◽  
Bearing Capacity ◽  
Cross Section ◽  
Concrete Columns ◽  
Concrete Column ◽  
Reinforced Concrete Column ◽  
Simulation Research ◽  
Steel Reinforced Concrete ◽  
Finite Element Software

The steel reinforced concrete column is one of the important members for structures, it is essential to study the high temperature performance of concrete column. The numerical simulation research is done using finite element software ANSYS. Under the high temperature, the analysis of the compressive bearing capacity and flexural capacity of the concrete columns strengthened by CFRP is done, and the compressive bearing capacities of different cross-section concrete columns strengthened with CFRP are tested.

Stress Analysis of Axial Compression Steel Reinforced Concrete Column under High-Temperature Fire

2011 ◽  
Vol 243-249 ◽  
pp. 691-694
Author(s):  
Shan Suo Zheng ◽  
Qing Lin Tao ◽  
Hong Ren Zhang ◽  
Bin Wang
Keyword(s):  
Reinforced Concrete ◽  
High Temperature ◽  
Stress Analysis ◽  
Axial Compression ◽  
Cross Section ◽  
Superposition Principle ◽  
Material Strength ◽  
Concrete Column ◽  
Reinforced Concrete Column ◽  
Steel Reinforced Concrete

Based on the fact that building material strength degeneration rules in domestic and overseas are different under the high-temperature fire, with the program ANSYS, the temperature stress distribution of cross-section is obtained and the two results are compared according to stress analysis of numerical simulation on the axial compression steel reinforced concrete column (ACSRCC) under high-temperature fire. Based on the conversion principle of different materials stress and the superposition principle, the numerical calculation method on cross-section stress of ACSRCC under high-temperature fire is proposed, and the calculated results agree with simulation data well. The influences of the concrete coverage thickness and other factors on ACSRCC mechanical properties under high-temperature fire are also discussed in the paper.

Hemisphere-Shaped Iron Joint between PHC Pile and Steel Reinforced Concrete Column. Part I: Analysis

2013 ◽  
Vol 470 ◽  
pp. 958-961
Author(s):  
Yeun Seung Lee ◽  
Jin Tak Oh ◽  
Young Sik Kim ◽  
Young K. Ju
Keyword(s):  
Reinforced Concrete ◽  
Stress Concentration ◽  
Concrete Column ◽  
Top Down ◽  
Reinforced Concrete Column ◽  
Steel Reinforced Concrete ◽  
Concrete Pile

To overcome disadvantages of usual Cast-In-Place (CIP) concrete pile methods in top-down construction, some prototypes of a joint of the PHC pile to column that directly connects a column to a PHC pile are analytically studied. With the consideration of strength requirement and stress concentration of joint of the PHC pile to column, we suggest the most appropriate one.

Study on Ductility Performance of T-Shaped Section Steel Reinforced Concrete Columns

2013 ◽  
Vol 351-352 ◽  
pp. 359-362 ◽  
Author(s):  
Xin Wang
Keyword(s):  
Reinforced Concrete ◽  
Large Scale ◽  
Future Research ◽  
Repeated Loading ◽  
Concrete Column ◽  
Reinforced Concrete Column ◽  
Element Analysis ◽  
Steel Reinforced Concrete ◽  
Mechanics Characteristic ◽  
Shaped Section

This paper, the mechanics characteristic of T-shaped section steel reinforced concrete column under low period repeated loading by using large-scale finite element analysis software ABAQUS was analyzed, combined existing research, the influence of the performance of ductility under different steel ratio and axial compression ratio was studied, we concluded that the T-shaped section steel reinforced concrete column has the very good ductility performance, and put forward the axial compressive ratio limit under the different parameters, and to provide the reference for future research and application.

Research Progress of Shear Behavior of Reinforced Concrete Column with Rectangular Section in Fire

2014 ◽  
Vol 1065-1069 ◽  
pp. 2323-2327
Author(s):  
Yue Yao ◽  
Yong Jun Liu ◽  
Xue Wang
Keyword(s):  
Reinforced Concrete ◽  
High Temperature ◽  
Shear Capacity ◽  
Research Progress ◽  
Concrete Column ◽  
Temperature Analysis ◽  
Reinforced Concrete Column ◽  
Rectangular Section ◽  
Research Results ◽  
In Fire

Nowadays there are lots of cases in which buildings collapse as a result of fire. As the main infrastructure of a building, column’s losing its shear capacity in the fire is one of the factors that causes the buildings collapse. This essay fouses on the summary of the research results of column shear capacity at high temperature, analysis of the reasons why column shear and wreck in the fire, review of experiments , simulators, and the outlook of its development in the future.

scholarly journals Strength and Ductility of Non-Embedded Steel Reinforced Concrete Column Base

2007 ◽  
Vol 5 (2) ◽  
pp. 223-234 ◽  
Author(s):  
Ryoichi Shohara ◽  
Yoshikazu Sawamoto ◽  
Kazumasa Imai ◽  
Haruo Nakazawa ◽  
Hiroyuki Narihara ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Concrete Column ◽  
Reinforced Concrete Column ◽  
Steel Reinforced Concrete ◽  
Strength And Ductility ◽  
Column Base
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