Experimental Study on the Flexural Impact Properties of Fiber Reinforced Lightweight Aggregate Concrete

Jian Gang Niu; Bin Wu; Jian Bao

doi:10.4028/www.scientific.net/AMM.488-489.696

Paper Titles

Simulation Analysis of K Node on UHV Transmission Tubular Tower
p.676

Study on the Vortex-Induced Vibration of a Long-Span Arch Bridge
p.681

A New Method Forecasting Physical and Chemical Properties of the Shale Based on Quantum Neural Network
p.685

Three-Dimensional Finite Element Analysis on the Bearing Capacity of Bucket Foundation with Different Ratios of Diameter to Height
p.689

Experimental Study on the Flexural Impact Properties of Fiber Reinforced Lightweight Aggregate Concrete
p.696

Freeze-Thaw Resistance of Concrete Modified by Rice Hull Ash and Gangue
p.700

Effect of Axial Compression Ratio and Concrete Strength on Seismic Performance of Concrete Filled Steel Tube Beam-Column Joints
p.704

Study on CCT Curve and Microstructure Evolution of a Vanadium-Containing Steel Rebar
p.708

Research on Welding Operation and Safety Measures
p.712

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 488-489Experimental Study on the Flexural Impact...

Experimental Study on the Flexural Impact Properties of Fiber Reinforced Lightweight Aggregate Concrete

Abstract:

Through experimental study on the flexural impact properties of different dosage of plastic-steel fiber and steel fiber reinforced lightweight aggregate concrete, the results show that energy dissipation of cracking and damaging of steel fiber reinforced lightweight aggregate concrete increase with the increase of fiber ratio. However, energy dissipation of cracking and damaging of plastic-steel fiber concrete increases in early stage and decreases later with the increase of plastic-steel fibers. Enhancement effect of energy dissipation of damaging of plastic-steel fiber is higher than steel fibers.

You might also be interested in these eBooks

Materials Science, Civil Engineering and Architecture Science, Mechanical Engineering and Manufacturing Technology

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 488-489)

Pages:

696-699

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.488-489.696

Citation:

Cite this paper

Online since:

January 2014

Authors:

Jian Gang Niu*, Bin Wu, Jian Bao

Keywords:

Energy Dissipation of Cracking (EDC), Energy Dissipation of Damaging (EDD), Flexural Impact Property, Lightweight Aggregate Concrete (LWAC), Plastics-Steel Fiber, Steel Fiber (SF)

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Shen Rongxi, Wang Zhangshui, CuiYuzhong. Fiber reinforced cement and fiber reinforced concrete [M]. Beijing: chemical industry press, (2006).

Google Scholar

[2] Zeng Zhixing, Hu Yunchang. Experimental study on the mechanical properties of steel fiber reinforced lightweight aggregate concrete [J]. Journal of structures, 2003, 10, 24 (5): 78-81.

Google Scholar

[3] Zhu Yafei, Gao Jianming, Wang Bian. Experimental study on steel fiber high-strength lightweight aggregate concrete [J]. Concrete and cement products, 2001, 5: 38-40.

Google Scholar

[4] Deng Zongcai, Yang Xiuyuan. The fracture toughness of steel fiber high-strength concrete [J]. Industrial construction, 1995, 25 (10): 36 to 38.

Google Scholar

[5] Wang Zhanghui, Shen Guangqian. The toughness and dynamic response of the steel fiber reinforced concrete beam under impact load [J]. The fourth national academic conference proceedings of fiber cement and concrete (a), 1992235-242.

Google Scholar