Study on Normal Section Bearing Capacity of Stone Arch Rib Enclosed by Reinforced Concrete

Jing Zhang; Yong Jiu Qian

doi:10.4028/www.scientific.net/AMR.594-597.1565

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Study on Normal Section Bearing Capacity of Stone...

Study on Normal Section Bearing Capacity of Stone Arch Rib Enclosed by Reinforced Concrete

Abstract:

The mechanical behavior and failure mechanism of stone arch rib enclosed by reinforced concrete under different existed stress state is obtained by the failure test. Normal section bearing capacity effect of different stress states is studied by test results. Then an analytical method considering the influence factors is proposed to count normal section bearing capacity of stone arch rib enclosed by reinforced concrete.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

1565-1568

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.1565

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Online since:

November 2012

Authors:

Jing Zhang*, Yong Jiu Qian

Keywords:

Enclosed by Reinforced Concrete, Existed Stress Level, Normal Section Bearing Capacity

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* - Corresponding Author

References

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