Experiment on the Bending Performance of Sea Sand Concrete Beam under the Artificial Climate Environment

Heng Lin Lv; Ya Lin Song; Yan Li

doi:10.4028/www.scientific.net/AMR.217-218.1380

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 217-218Experiment on the Bending Performance of Sea Sand...

Experiment on the Bending Performance of Sea Sand Concrete Beam under the Artificial Climate Environment

Abstract:

Through the experiment on the durability of sea sand concrete beam which is subject to climate conditions and indoor environment, the change of deflection, beam load-deflection curve, ductility and crack are studied. The results show: concrete beams that are mixed with sea sand are deteriorated by the chloride ion and their load-deflection curves as well as stiffness and ductility are reduced in different degree. But other beams that are mixed with desalinated sea sand are reduced not obviously. Otherwise, because of the bad environment accelerating degradation of the component mechanical performance and the sea sand desalination technology increasing the ability to resist environmental erosion, the component mechanical performance and the sea sand desalination technology take great influence to the component mechanical performance.

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Periodical:

Advanced Materials Research (Volumes 217-218)

Pages:

1380-1384

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.217-218.1380

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Online since:

March 2011

Authors:

Heng Lin Lv, Ya Lin Song, Yan Li

Keywords:

Artificial Climate Environment, Bending Performance, Sea Sand, Simply Supported Beam

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References

[1] Hong N F. Corrosion of steel in concrete and structure durability. Highway, v2, n2, (2001), pp.66-69.

Google Scholar

[2] J. Rodriguez, L Mortega,J. Casal, Load Carrying Capacity of Concrete Structures with Corroded Reinfocement, Construction and Building Materials, (1997).

DOI: 10.1016/s0950-0618(97)00043-3

Google Scholar

[3] Yuan Y S，Jia F P，Cai Y. The structural behavior deterioration model for corroded reinforced concrete beams. China civil engineering journal，v34, n3, (2001), pp.47-52.

Google Scholar

[4] Y．Ballim, J．C．Reid, Reinforcement corrosion and the deflection of RC beams an experimental critique of current test methods, Cement and Concrete Composites, 25(2003), pp.625-632.

DOI: 10.1016/s0958-9465(02)00076-8

Google Scholar

[5] Li Y． Preliminary study on the durability of high performance concrete mixed sea sand in coastal area． Journal of China University of Mining & Technology, (2007).

Google Scholar