Modeling and influence of shear retention parameter on the response of reinforced concrete structural elements

Article


Dahmani, L., Khennane, A. and Kaci, S.. 2009. "Modeling and influence of shear retention parameter on the response of reinforced concrete structural elements." Strength of Materials. 41 (4), pp. 423-430. https://doi.org/10.1007/s11223-009-9139-y
Article Title

Modeling and influence of shear retention parameter on the response of reinforced concrete structural elements

Article CategoryArticle
AuthorsDahmani, L. (Author), Khennane, A. (Author) and Kaci, S. (Author)
Journal TitleStrength of Materials
Journal Citation41 (4), pp. 423-430
Number of Pages8
Year2009
Place of PublicationNew York, NY. USA
Digital Object Identifier (DOI)https://doi.org/10.1007/s11223-009-9139-y
Web Address (URL)http://www.springerlink.com/content/jp2r08x4jn6434p6/fulltext.pdf
Abstract

To obtain the complete solutions describing the balance of a reinforced concrete structure, it is necessary to introduce a behavioral law characterizing the physical properties of material. The goal of this work is to study the response of reinforced concrete elements by taking into account the variation of the shear retention parameter (aggregate interlock) and the mesh density. The concrete
was assumed as elastic-plastic material and follow the Drucker–Prager failure criterion with associated flow rule, the steel reinforcements were assumed to be elastic-perfectly plastic. The numerical results obtained are compared with other results available in the literature.

Keywordsmodeling; reinforced concrete; cracking; shear retention parameter
ANZSRC Field of Research 2020400505. Construction materials
400510. Structural engineering
401605. Functional materials
Public Notes

Files associated with this item cannot be displayed due to copyright restrictions.

Byline AffiliationsMouloud Mammeri University of Tizi-Ouzou, Algeria
Computational Engineering and Science Research Centre
Institution of OriginUniversity of Southern Queensland
Permalink -

https://research.usq.edu.au/item/q10w3/modeling-and-influence-of-shear-retention-parameter-on-the-response-of-reinforced-concrete-structural-elements

  • 1930
    total views
  • 7
    total downloads
  • 1
    views this month
  • 0
    downloads this month

Export as

Related outputs

Geopolymer concrete-filled pultruded composite beams: concrete mix design and application
Ferdous, Wahid, Manalo, Allan, Khennane, Amar and Kayali, Obada. 2015. "Geopolymer concrete-filled pultruded composite beams: concrete mix design and application." Cement and Concrete Composites. 58, pp. 1-13. https://doi.org/10.1016/j.cemconcomp.2014.12.012
Benefits of geopolymer concrete-filled FRP beams and its flexural behaviour
Ferdous, Wahid, Manalo, Allan, Khennane, Amar and Kayali, Obada. 2014. "Benefits of geopolymer concrete-filled FRP beams and its flexural behaviour." Australasian Composites Conference (CA 2014): Materials for a Lighter and Smarter World. Newcastle, Australia 07 - 09 Apr 2014 Melbourne, Australia.
Crack identification in reinforced concrete beams using ANSYS software
Dahmani, L., Khennane, A. and Kaci, S.. 2010. "Crack identification in reinforced concrete beams using ANSYS software ." Strength of Materials. 42 (2), pp. 232-240. https://doi.org/10.1007/s11223-010-9212-6
Timoshenko beam-solution in terms of integrated radial basis functions
Khennane, Amar and Tran-Cong, Thanh. 2007. "Timoshenko beam-solution in terms of integrated radial basis functions." Veidt, Martin, Albermani, Faris, Daniel, Bill, Griffiths, John, Hargreaves, Doug, McAree, Ross, Meehan, Paul and Tan, Andy (ed.) 5th Australasian Congress on Applied Mechanics (ACAM 2007). Brisbane, Australia 10 - 12 Dec 2007 Sydney, Australia.
Computation of laminated composite plates using integrated radial basis function networks
Mai-Duy, Nam, Khennane, Amar and Tran-Cong, Thanh. 2007. "Computation of laminated composite plates using integrated radial basis function networks." Computers, Materials and Continua. 5 (1), pp. 63-77. https://doi.org/10.3970/cmc.2007.005.063
A micromechanics model for environmental stress-corrosion in GFRP
Khennane, Amar and Melchers, Robert E.. 2003. "A micromechanics model for environmental stress-corrosion in GFRP." International Journal of Materials and Product Technology. 19 (1), pp. 2-14. https://doi.org/10.1504/IJMPT.2003.003556
Durability of glass polymer composites subject to stress corrosion
Khennane, Amar and Melchers, Robert E.. 2003. "Durability of glass polymer composites subject to stress corrosion." Journal of Composites for Construction. 7 (2), pp. 109-117. https://doi.org/10.1061/(ASCE)1090-0268(2003)7:2(109)
Stress corrosion of glass fibre reinforced polymers for infrastructure applications
Khennane, Amar and Melchers, Robert. 2002. "Stress corrosion of glass fibre reinforced polymers for infrastructure applications." 41st Australasian Corrosion Association Inc Conference (ACA 2001): Corrosion and Prevention. Newcastle, Australia 18 - 21 Nov 2001 Melbourne, Australia.
Monte-Carlo simulation of the durability of glass fibre reinforced composite under environmental stress corrosion
Nguyen-Van, Hieu, Khennane, Amar and Tran-Cong, Thanh. 2006. "Monte-Carlo simulation of the durability of glass fibre reinforced composite under environmental stress corrosion." Nguyen, Son Q. and Nguyen, Dung (ed.) 2006 International Conference on Nonlinear Analysis & Engineering Mechanics Today. Ho Chi Minh City, Vietnam 11 - 14 Dec 2006 Paris, France.
Design and analysis of a composite beam for infrastructure applications - Part III: experimental results and nonlinear FE analysis
Springolo, Mario, Khennane, Amar and Van Erp, Gerard. 2006. "Design and analysis of a composite beam for infrastructure applications - Part III: experimental results and nonlinear FE analysis ." International Journal of Materials and Product Technology. 25 (4), pp. 331-347.
Design and analysis of a composite beam for infrastructure applications - Part II: preliminary investigation in shear and torsion
Springolo, Mario, Van Erp, Gerard and Khennane, Amar. 2006. "Design and analysis of a composite beam for infrastructure applications - Part II: preliminary investigation in shear and torsion ." International Journal of Materials and Product Technology. 25 (4), pp. 313-331.
Design and analysis of a composite beam for infrastructure applications - Part I: preliminary investigation in bending
Springolo, Mario, Van Erp, Gerard and Khennane, Amar. 2006. "Design and analysis of a composite beam for infrastructure applications - Part I: preliminary investigation in bending ." International Journal of Materials and Product Technology. 25 (4), pp. 297-313. https://doi.org/10.1504/IJMPT.2006.008885
A meso-scale finite element model for environmental stress corrosion of GFRP
Khennane, Amar and Melchers, Robert E.. 2005. "A meso-scale finite element model for environmental stress corrosion of GFRP." Xie, Mike, Mouritz, Adrian, Khatibi, Akbar Afaghi, Gardiner, Craig and Chiu, Wing Kong (ed.) 4th Australasian Congress on Applied Mechanics (ACAM 2005): Advances in Applied Mechanics. Melbourne, Australia 16 - 18 Feb 2005 Melbourne, Australia.
Performance design of reinforced concrete slabs using commercial finite element software
Khennane, Amar. 2005. "Performance design of reinforced concrete slabs using commercial finite element software." Structural Concrete. 6 (4), pp. 141-147.
Meso-scale finite element investigation into the short and long term strengths of glass fibre reinforced composites
Khennane, Amar and Melchers, Robert E.. 2003. Meso-scale finite element investigation into the short and long term strengths of glass fibre reinforced composites. Toowoomba, Australia. University of Southern Queensland.
Nonlinear analysis of reinforced concrete beams in a fire environment
Kaci, Salah, Sadaoui, Arezki and Khennane, Amar. 2003. "Nonlinear analysis of reinforced concrete beams in a fire environment." Ghobarah, Ahmed and Gould, Phillip (ed.) Response of Structures to Extreme Loading (2003). Toronto, Canada 03 - 06 Aug 2003 St. Louis, MO. United States.