scholarly journals Study of Light Weight High Performance Concrete Filled Steel Tube Columns

2019 ◽  
Vol 7 (3) ◽  
pp. 1098-1104
Author(s):  
A. A. Kadam
Keyword(s):  
High Performance ◽  
High Performance Concrete ◽  
Steel Tube ◽  
Light Weight ◽  
Concrete Filled Steel Tube

Expansive ultra-high performance concrete for concrete-filled steel tube applications

2020 ◽  
Vol 114 ◽  
pp. 103813
Author(s):  
Peiliang Shen ◽  
Jian-Xin Lu ◽  
Haibing Zheng ◽  
Linnu Lu ◽  
Fazhou Wang ◽  
...  
Keyword(s):  
High Performance ◽  
High Performance Concrete ◽  
Steel Tube ◽  
Ultra High Performance Concrete ◽  
Concrete Filled Steel Tube

Experimental study on the cyclic behavior of ultra high performance concrete–filled steel tube beam-columns

2019 ◽  
Vol 23 (5) ◽  
pp. 969-978
Author(s):  
Jian-gang Wei ◽  
Jun Zhou ◽  
Jiang-nan Huang ◽  
Hui-hui Yuan ◽  
Qing-wei Huang
Keyword(s):  
Axial Load ◽  
High Performance ◽  
High Performance Concrete ◽  
Load Ratio ◽  
Steel Tube ◽  
Cyclic Behavior ◽  
Ultra High Performance Concrete ◽  
Concrete Filled Steel Tube ◽  
Beam Columns ◽  
Axial Load Ratio

This article experimentally investigates the cyclic behavior of ultra high performance concrete–filled steel tube beam-columns. A total of eight specimens were tested. The considered parameters were the axial load ratio and steel ratio. The results showed that all ultra high performance concrete–filled steel tube beam-columns had a very good cyclic behavior without significant pinching. Increasing the axial load ratio results in the decrease of strength and ductility, but it has no obvious influence on the initial flexural stiffness. Reducing the steel ratio results in the decrease of the strength, stiffness and ductility, and energy dissipation capacity.

Strength of Axially Loaded Concrete Filled Steel Tube Elements of Self-Stressing Concrete

2018 ◽  
Vol 792 ◽  
pp. 160-165 ◽  
Author(s):  
Anatoly L. Krishan ◽  
Maria A. Astafyeva ◽  
Elvira P. Chernyshova
Keyword(s):  
Experimental Research ◽  
High Performance ◽  
High Performance Concrete ◽  
Steel Tube ◽  
Elastic Behavior ◽  
Use Of Self ◽  
Circular Section ◽  
Concrete Filled Steel Tube ◽  
Axially Loaded ◽  
Case Effect

This work is dedicated to an experimental research of strength and resistance characteristics of axially loaded concrete filled steel tube elements of self-stressing concrete, including high-performance concrete. Labcrete specimens of circular section 112 mm in diameter and 1000 mm in length were used in experiments. The research shows that the use of self-stressing concrete increased the strength of the specimens by approximately 10%, and enhanced elastic behavior limit by 20-33%. In the course of testing self-stressing concrete specimens, registered longitudinal deformations were within 0.52-0.75%. Analysis of the obtained results indicates a significantly greater case effect in the pre-stressed specimens. This effect is somewhat less pronounced in high-performance concrete specimens, yet still prominent.

Research on High Performance Concrete Used in Concrete-Filled Steel Tube Column Structure Experiments for Guangzhou Xita Project

2009 ◽  
Vol 405-406 ◽  
pp. 50-54
Author(s):  
Yi Bo Yang ◽  
Song Liang ◽  
Hai Hong Mo ◽  
You Wen Chen ◽  
Jun Sheng Chen ◽  
...  
Keyword(s):  
Experimental Research ◽  
High Performance ◽  
High Performance Concrete ◽  
Raw Materials ◽  
Steel Tube ◽  
Concrete Filled Steel Tube ◽  
Column Structure ◽  
And Performance ◽  
Experimental Researches

Guangzhou Xita Project uses a special exterior frame which consists of huge inclining concrete-filled columns. To ensure the engineering quality and select the suitable concrete-filled steel tube column structure, two concrete-filled steel tube column structure experiments have been carried out. To ensure the quality of the concrete-filled steel tube column structure experiment, the C100, C90 and C70 high performance concrete experimental research have been done specially, and the result of the experimental researches has been used in concrete-filled steel tube column structure sample successfully. The raw materials, mixture proportions and performance of the high performance concrete were discussed in this paper.

scholarly journals UHPC Infilled Circular steel Tube Column Design

2021 ◽  
Author(s):  
Youssef Hilal
Keyword(s):  
Cross Section ◽  
High Performance ◽  
High Performance Concrete ◽  
Steel Tube ◽  
Design Code ◽  
Ultra High Performance Concrete ◽  
Steel Tubes ◽  
Design Strength ◽  
Circular Steel Tube ◽  
Column Design

Previous researchers studied the behavior of Ultra-High Performance Concrete (UHPC) columns confined with steel tubes. However, predicting the influence of the confinement effect and the compressive capacity of these columns has yet to be further examined. Currently, the Canadian design code limits for reinforced concrete do not reach the strength nor the strain produced by using UHPC. This project uses the Canadian design methods for a cross-section of UHPC to form a column interaction curve and compared it with six test specimens. The effects of steel tube confinement will also be examined. Additionally, the Eurocode 4 (EC4) method, which includes the strengths of UHPC and confinement of steel tube, was used to formulate another column interaction curve. The results show that the Canadian code severely underestimates the design strength of confined UHPC while the EC4 provides much more accurate results.

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