TECHNICAL PAPERS
Mar 30, 2011

Laterally Loaded Reinforced Concrete Stiffened Plates: Analytical Investigations

Publication: Practice Periodical on Structural Design and Construction
Volume 17, Issue 1

Abstract

Reinforced concrete plates are the most widely used structural element in civil engineering structures. In the available literature, design methods have been suggested for proportioning the plate systems on the basis of the results of an extensive series of tests and the well-established performance record of various plate systems. An analytical model useful for the analysis of rectangular reinforced concrete plates stiffened by internal stiffening-beams is presented in this paper. This model can be used to predict the collapse load and the corresponding failure mode of the plate system for the given flexural-capacity of the stiffening-beams. The use of the stiffening-beams becomes mandatory in the plate systems to satisfy the serviceability requirements of the design codes, when it was intended to use the thin plates for supporting the external loading, or if there are some architectural constraints of low ceiling height and/or very long beam spans. To validate the analytical results from the proposed model, these are compared with the results from well-established literature on the plate analysis and are found to be in good agreement.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The work presented in this paper was supported by a grant under the research promotion scheme of All India Council for Technical Education, New Delhi. Results presented in this paper are part of a thesis prepared by the author in fulfillment of the requirements for a Ph.D. degree in the Dept. of Civil Engineering, Thapar Univ., Patiala, Punjab (India). The author would like to express his heartiest appreciation for all those at Guru Nanak Dev Engineering College, Ludhiana who rendered help and support in this research project. This help is greatly appreciated and acknowledged.

References

American Concrete Institute (ACI). (2008). “Building code requirements for reinforced concrete.” ACI Standard 318-08, Detroit.
British Standards (BS). (2008). “Design of concrete structures. (General rules and rules for buildings.” EN 1992-1-1, Eurocode 2, UK.
Bureau of Indian Standards (BIS). (2000). “Plain and reinforced concrete—Code of practice.” IS 456 (4th rev.), New Delhi, India.
Canadian Standards Association (CSA). (1994). “Design of concrete structures.” Standard A23.3-94, Rexdale, Ontario.
Denton, S. R. (2001). “Compatibility requirements for yield-line mechanisms.” Int. J. Solid Struct., 38(18), 3099–3109.
Gamble, W. L. (1972). “Moments in beam supported slabs.” J. Am. Concr. Inst., 69(3), 149–157.
Gamble, W. L., Sozen, M. A., and Siess, C. P. (1969). “Tests of a two-way reinforced concrete slabs.” J. Struct. Div., 95(ST6), 1073–1096.
Jennings, A. (1996). “On the identification of yield-line collapse mechanisms.” Eng. Struct., 18(4), 332–337.
Johansen, K. W. (1967). Yield line theory, Cement and Concrete Association, London.
John, L. L. (1967). Ultimate load analysis of reinforced and prestressed concrete structures, Chatto and Windus, London.
John, L. L., and Wood, R. H. (1967). Yield-line analysis of slabs, Thames and Hudson, London.
Liu, Y., and Li, R. (2010). “Accurate bending analysis of rectangular plates with two adjacent edges free and others clamped or simply supported based on new symplectic approach.” Appl. Math. Modell., 34(4), 856–865.
Park, R. (1968). “Limit design of beams for two-way reinforced concrete slabs.” Struct. Eng., 46(9), 269–274.
Park, R. (1971). “Further test on a reinforced concrete floor designed by limit procedures, in cracking, deflection and ultimate load of concrete slab systems.” American Concrete Institute (ACI) SP-30, 251–269, Detroit.
Park, R., and Gamble, W. L. (2000). Reinforced concrete slabs, Wiley, New York.
Quintas, V. (2003). “Two main methods for yield line analysis of slabs.” J. Eng. Mech., 129(2), 223–231.
Shukla, S. N. (1973). Handbook for design of slabs by yield-line and strip methods, Structural Engineering Research Centre, Roorkee, India, 17–19.
Singh, H., Kumar, M., and Kwatra, N. (2010). “Behavior of shallow-beam supported reinforced concrete rectangular slabs: Analytical and experimental investigations.” Adv. Struct. Eng., 13(6), 1183–1198.
Sozen, M. A., and Siess, C. P. (1963). “Investigation of multi-panel reinforced concrete floor slabs: design methods—Their evolutions and comparison.” Proc. ACI, 60, 999–1028.
Timoshenko, S. P., and Krieger, S. W. (1959). Theory of plates and shells, McGraw-Hill Book Company, New Delhi, India.
Wust, J., and Wagner, W. (2008). “Systematic prediction of yield-line configurations for arbitrary polygonal plates.” Eng. Struct., 30, 2081–2093.
Wood, R. H. (1961). Plastic and elastic design of slabs and plates, Thames and Hudson, London.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 17Issue 1February 2012
Pages: 21 - 29

History

Received: Aug 10, 2010
Accepted: Mar 28, 2011
Published online: Mar 30, 2011
Published in print: Feb 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Harvinder Singh [email protected]
Civil Engineering Dept., Guru Nanak Dev Engineering College, Ludhiana-6, Punjab, India. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share