A curvature smoothing Hsieh–Clough–Tocher element for yield design of reinforced concrete slabs. (May 2015)

• Record Type: Journal Article
• Authors: Le, Canh V.; Nguyen, Phuong H.; Chu, Thang Q.
• Is Part Of: Computers & structures. Volume 152(2015)
• Page Start: 59
• Page End: 65
• Publication Date: 2015-05
• Subjects: Limit-state -- Collapse load -- Reinforced concrete slabs -- Conic optimization -- Smoothing technique -- CS-HCT; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2015.02.009
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: We outline a numerical procedure for limit analysis of reinforced concrete slabs. A cell-based curvature smoothing HCT element is described. Accurate upper bound solutions are obtained with minimal computational cost. Second-order cone programming ensures solutions are obtained rapidly. Abstract: This paper describes a numerical kinematic formulation for yield design of reinforced concrete slabs governed by Nielsen yield criterion. A cell-based smoothing technique is introduced to original Hsieh–Clough–Tocher (HCT) element, ensuring that only first derivatives of shape functions are needed to establish stabilized curvatures. The size of the resulting optimization problem is reduced significantly due to the fact that only one integration point is needed per sub-element. The discrete optimization problem was solved using a highly efficient primal–dual interior point algorithm. The proposed numerical procedure is applied to various reinforced concrete slab problems with arbitrary geometries and different boundary conditions.