Normal Section Bearing Capacity of Light Weight Aggregate Concrete Member with Circular Section under Eccentric Compression

Abstract:

According to the nonlinear stress-strain relationship of LAC (lightweight aggregate concrete), in this paper whole process theoretical analysis on normal section bearing capacity has been done on lightweight aggregate reinforced concrete member with circular section under eccentric compressive loading. Fundamental equation of numerical iteration is established for normal section bearing capacity of LAC member with circular section under eccentric compressive loading, which provides theoretical basis for concerned calculation simplification.

• Periodical: Advanced Materials Research (Volumes 446-449)
• Pages: 445-449
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.446-449.445
• Online since: January 2012
• Authors: Xiao Hong Liu, Ji Cheng, Ii Young Jang, Jong Kwon Park, Fei Peng Zhao, Yu Hua Zhai, Ya Feng Liu, Ying Wei Yun
• Keywords: Circular Section, Eccentric Compression, Lightweight Aggregate Concrete, Non-Linear Analysis, Normal Section Bearing Capacity

References

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