Analysis and calculation of normal section of reinforced concrete beam under non-limit state

Jinsheng Han; Chuanfang Guo; Hong Zhang

doi:10.1051/e3sconf/202014301049

All issues

Volume 143 (2020)

E3S Web Conf., 143 (2020) 01049

References

Open Access

Issue		E3S Web Conf. Volume 143, 2020 2^nd International Symposium on Architecture Research Frontiers and Ecological Environment (ARFEE 2019)


Article Number		01049
Number of page(s)		5
Section		Architectural Engineering and Urban Construction
DOI		https://doi.org/10.1051/e3sconf/202014301049
Published online		24 January 2020

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[1] GB50010-2010.Code for design of concrete structures[S].Beijing: China Building Industry Press, (2010). [Google Scholar]

[2] S.m Liu, M Sun, Q.y Liu. Study on bearing capacity of beams strengthened with section en-largement method considering secondary loading process[J].Advanced Materials Research, (2012), 368-373:2200-2203 [Google Scholar]

[3] B Xing, X.z Li, S.z Kang. Effect of initial stress state on mechanical properties of reinforced concrete beams[J].Bridge Construction, (2014), 44 (5):81-87 [Google Scholar]

[4] C.x Li, Z.s Ding, S.l Yan. Experimental study on hysteresis strain of reinforced concrete beams [j].Journal of Wuhan University of Technology, (2012), (8): 103-106 [Google Scholar]

[5] S.m Liu, Q.y Liu. Bearing capacity of beams strengthened by common methods considering strain lag effect[j]. Applied Mechanics and Materials, (2012), 166-169: 1789-1792. [CrossRef] [Google Scholar]

[6] S.r Luo, W.d Wu, W Chen. Study. on the bending behavior of RC beams strengthened with selfcompacting concrete under secondary stress[J]. Engineering Mechanics, (2015), 32(4):62-68. [Google Scholar]

[7] B Yang, G.f An, C.l Shan. Calculation method of normal section bearing capacity of reinforced bending member[J].Journal of Highway and Transportation, (2015), 32(6): 81-88. [Google Scholar]