Finite element analysis of reinforced concrete beams with openings in the abdomen and strengthened with steel sleeves based on ANSYS

Yaohui Shen; Longbin Lin; Zhengwei Feng

doi:10.1051/e3sconf/202019801029

All issues

Volume 198 (2020)

E3S Web Conf., 198 (2020) 01029

References

Open Access

Issue		E3S Web Conf. Volume 198, 2020 2020 10^th Chinese Geosynthetics Conference & International Symposium on Civil Engineering and Geosynthetics (ISCEG 2020)


Article Number		01029
Number of page(s)		4
Section		Geosynthetics Applied Design Theory and Method
DOI		https://doi.org/10.1051/e3sconf/202019801029
Published online		26 October 2020

Ma Z., Wang H., Zhang M., Zhang Z. (2013)Studies on mechanical properties and strengthening methods for the reinforced concrete beams with round holes. Architectural structure, 43 (Z): 545-548 [Google Scholar]
Wang X., Gong S. (1990)Calculation of crack resistance of deep beam with holes in reinforced concrete span. Journal of Zhengzhou Institute of Technology, 11 (3): 61-68. [Google Scholar]
Liu X., Wang M. (2000)Experiments and studies on reinforced concrete short beams which have holes and simple supports. Industrial Building, 30 (5): 32-3530. [Google Scholar]
Wang P., Zhou D. (2013)Wang Yonghui. Experiments and studies on shear capacity of steel-concrete composite beams with holes on abdomen. Engineering Mechanics, 30 (3): 297-305. [Google Scholar]
Li W., Ye Y. (2006)Examples of civil engineering applications of ANSYS. China water conservancy and hydropower publishing house. Beijing [Google Scholar]
Yang Y., Cai J., Zhang X., Zhang J. (2001)Experiments and studies on reinforced concrete beams with round holes on abdomen. J. Journal of South China University of Technology, 9 (2): 83-86 [Google Scholar]
Cai J., Huang T., Li J. (2009)Experiments and studies on reinforced concrete beams which have round holes in abdomen and simple supports. Journal of Civil Engineering, 2009, 42 (10): 27-35 [Google Scholar]
Liu S. (2006)Nonlinear finite element analysis of reinforced concrete structures based on ANSYS. Sichuan Architecture, 26 (2): 92-95 [Google Scholar]
Jiang J. (1984)Nonlinear finite element analysis of reinforced concrete structures. Shaanxi Science and Technology Press, Xi An [Google Scholar]
Wang D. (2004)Reinforced concrete elements in ANSYS. Journal of Wuhan University of Technology, 28 (4): 28 (4): 526-529 [Google Scholar]
Li Y., Peng Zh., Wang X. (2006)Analysis of ultimate bearing capacity of reinforced concrete beams with simple supports based on ANSYS. Journal of Shijiazhuang Railway College, 19 (1): 22-26 [Google Scholar]
Luo R. (2008)The value of the shear transfer coefficient between the cracks in the concrete element in ANSYS . Journal of Jiangsu University, 29 (2):169-172 [Google Scholar]
Zhu M., Huo H., Jiang W., Tang L.(2011)Nonlinear numerical simulation of reinforced concrete beams which have holes in the abdomen and simple supports. Building and Environmental Engineering, 33 Supplement:199-202 [Google Scholar]

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[1] Ma Z., Wang H., Zhang M., Zhang Z. (2013)Studies on mechanical properties and strengthening methods for the reinforced concrete beams with round holes. Architectural structure, 43 (Z): 545-548 [Google Scholar]

[2] Wang X., Gong S. (1990)Calculation of crack resistance of deep beam with holes in reinforced concrete span. Journal of Zhengzhou Institute of Technology, 11 (3): 61-68. [Google Scholar]

[3] Liu X., Wang M. (2000)Experiments and studies on reinforced concrete short beams which have holes and simple supports. Industrial Building, 30 (5): 32-3530. [Google Scholar]

[4] Wang P., Zhou D. (2013)Wang Yonghui. Experiments and studies on shear capacity of steel-concrete composite beams with holes on abdomen. Engineering Mechanics, 30 (3): 297-305. [Google Scholar]

[5] Li W., Ye Y. (2006)Examples of civil engineering applications of ANSYS. China water conservancy and hydropower publishing house. Beijing [Google Scholar]

[6] Yang Y., Cai J., Zhang X., Zhang J. (2001)Experiments and studies on reinforced concrete beams with round holes on abdomen. J. Journal of South China University of Technology, 9 (2): 83-86 [Google Scholar]

[7] Cai J., Huang T., Li J. (2009)Experiments and studies on reinforced concrete beams which have round holes in abdomen and simple supports. Journal of Civil Engineering, 2009, 42 (10): 27-35 [Google Scholar]

[8] Liu S. (2006)Nonlinear finite element analysis of reinforced concrete structures based on ANSYS. Sichuan Architecture, 26 (2): 92-95 [Google Scholar]

[9] Jiang J. (1984)Nonlinear finite element analysis of reinforced concrete structures. Shaanxi Science and Technology Press, Xi An [Google Scholar]

[10] Wang D. (2004)Reinforced concrete elements in ANSYS. Journal of Wuhan University of Technology, 28 (4): 28 (4): 526-529 [Google Scholar]

[11] Li Y., Peng Zh., Wang X. (2006)Analysis of ultimate bearing capacity of reinforced concrete beams with simple supports based on ANSYS. Journal of Shijiazhuang Railway College, 19 (1): 22-26 [Google Scholar]

[12] Luo R. (2008)The value of the shear transfer coefficient between the cracks in the concrete element in ANSYS . Journal of Jiangsu University, 29 (2):169-172 [Google Scholar]

[13] Zhu M., Huo H., Jiang W., Tang L.(2011)Nonlinear numerical simulation of reinforced concrete beams which have holes in the abdomen and simple supports. Building and Environmental Engineering, 33 Supplement:199-202 [Google Scholar]