Cyclic Flexural Behavior of Reinforced Concrete Beams

Prafulla B Malla; Hong Zhou; Yi Che

doi:10.1051/e3sconf/20183803022

All issues

Volume 38 (2018)

E3S Web Conf., 38 (2018) 03022

References

Open Access

Issue		E3S Web Conf. Volume 38, 2018 2018 4^th International Conference on Energy Materials and Environment Engineering (ICEMEE 2018)


Article Number		03022
Number of page(s)		5
Section		Water Conservancy and Civil Engineering
DOI		https://doi.org/10.1051/e3sconf/20183803022
Published online		04 June 2018

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Ozbolt J, Mestrovic D, Li Y and Eligehausen R. Compression failure of beams made of different concrete types and sizes [J]. Journal of Structural Engineering, 2000, 126 (2): 200-209. [CrossRef] [Google Scholar]
Belgin C M and Şener S. Size effect on failure of overreinforced concrete beams [J]. Engineering Fracture Mechanics, 2008, 75(8): 2308-2319. [CrossRef] [Google Scholar]
Vorel J, Gattu M and Bazant Z P. Size effect in flexure of prestressed concrete beams failing by compression softening [J]. Journal of Structural Engineering, 2014, 140 (10): 04014068. [CrossRef] [Google Scholar]
S. Mazzoni, F. Mckenna, M. H. Scott, et al. OpenSees command language manual [R]. Pacific Earthquake Engineering Research (PEER) Center, 2007. [Google Scholar]
P. B. Malla P B. Nonlinear analysis of reinforced concrete based on Abaqus and OpenSees [D]. Dalian University of Technology, Dalian, China, 2016. [Google Scholar]

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[1] Bazant Z P and Planas J. Fracture and size effect in concrete and other quasibrittle materials [M]. 1st ed., CRC Press, London, 1998. [Google Scholar]

[2] Kim J K, Yi S T and Kim J H J. Effect of specimen sizes on flexural compressive strength of concrete [J]. ACI Structural Journal, 2001, 98 (3): 416-424. [Google Scholar]

[3] Corley W G. Rotational capacity of reinforced concrete beams, Journal of Structural Division [J]. 1966, 92 ST5: 121-146. [Google Scholar]

[4] Alca N, Alexander S D B, and MacGregor J G. Effect of size on flexural behavior of high-strength concrete beams [J], ACI Structural Journal, 1997, 94 (1): 59-67. [Google Scholar]

[5] Appa R G, Vijayanand I and Eligehausen R. Studies on ductility and evaluation of minimum flexural reinforcement in RC beams [J]. Materials and Structures, 2008, 41: 759-771. [CrossRef] [Google Scholar]

[6] Yi S T, Kim M S, Kim J K and Kim J H J. Effect of specimen size on flexural compressive strength of reinforced concrete members [J]. Cement and Concrete Composites, 2007, 29 (3): 230-40. [CrossRef] [Google Scholar]

[7] Bigaj A and Walraven J. Size effect in plastic hinges of reinforced concrete members [J]. Heron, 2002, 47 (1): 53-75. [Google Scholar]

[8] Carpinteri A, Corrado M, Mancini G and Pagi M. Size-scale effect on plastic rotational capacity of reinforced concrete beams [J]. ACI Structural Journal, 2009, 106 (6): 887-895. [Google Scholar]

[9] Khatieb M D. Experimental investigation of scale influence on plastic rotational capacity of reinforced concrete beams [J]. Engineering, 2016, 8:196-203. [CrossRef] [Google Scholar]

[10] Ozbolt J, Mestrovic D, Li Y and Eligehausen R. Compression failure of beams made of different concrete types and sizes [J]. Journal of Structural Engineering, 2000, 126 (2): 200-209. [CrossRef] [Google Scholar]

[11] Belgin C M and Şener S. Size effect on failure of overreinforced concrete beams [J]. Engineering Fracture Mechanics, 2008, 75(8): 2308-2319. [CrossRef] [Google Scholar]

[12] Vorel J, Gattu M and Bazant Z P. Size effect in flexure of prestressed concrete beams failing by compression softening [J]. Journal of Structural Engineering, 2014, 140 (10): 04014068. [CrossRef] [Google Scholar]

[13] S. Mazzoni, F. Mckenna, M. H. Scott, et al. OpenSees command language manual [R]. Pacific Earthquake Engineering Research (PEER) Center, 2007. [Google Scholar]

[14] P. B. Malla P B. Nonlinear analysis of reinforced concrete based on Abaqus and OpenSees [D]. Dalian University of Technology, Dalian, China, 2016. [Google Scholar]