Research Article
Mar 1975
Nonlinear Analysis of RC Shells of General Form
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 101, Issue 3
Abstract
A general finite element method of analysis is developed to analyze reinforced concrete shells of general form and slabs of arbitrary geometry under dead load and monotonically increasing live loads. The method can be used to trace the load-deformation response and crack propagation through the elastic, inelastic, and ultimate ranges. The nonlinear analysis includes cracking with a tension stiffening effect and the elastoplastic behavior of the concrete and steel reinforcement. The coupling between the membrane action and the bending action due to material asymmetry is also included. Validity of the method is studied by comparing analytical results with experimental data. It is found that the tension stiffening effect has a significant influence on the post-cracking response of underreinforced concrete structures. The importance of the failure criteria and flow rules is also studied.
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Published In
Journal of the Structural Division
Volume 101 • Issue 3 • March 1975
Pages: 523 - 538
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Mar 1975
Published online: Feb 1, 2021
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Cheng-Shung Lin, AM.ASCE
Engr., General Electric Co., San Jose, Calif.
Alexander C. Scordelis, F.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
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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.
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.