Optimisation of Yield Line Patterns

Author(s):  
A. Jennings ◽  
A. Thavalingam ◽  
J.J. McKeown ◽  
D. Sloan
Keyword(s):  
Author(s):  
Matthew Gilbert ◽  
Linwei He ◽  
Colin C. Smith ◽  
Canh V. Le

The yield-line method of analysis is a long established and extremely effective means of estimating the maximum load sustainable by a slab or plate. However, although numerous attempts to automate the process of directly identifying the critical pattern of yield-lines have been made over the past few decades, to date none has proved capable of reliably analysing slabs of arbitrary geometry. Here, it is demonstrated that the discontinuity layout optimization (DLO) procedure can successfully be applied to such problems. The procedure involves discretization of the problem using nodes inter-connected by potential yield-line discontinuities, with the critical layout of these then identified using linear programming. The procedure is applied to various benchmark problems, demonstrating that highly accurate solutions can be obtained, and showing that DLO provides a truly systematic means of directly and reliably automatically identifying yield-line patterns. Finally, since the critical yield-line patterns for many problems are found to be quite complex in form, a means of automatically simplifying these is presented.


2021 ◽  
Vol 7 (2) ◽  
pp. 93
Author(s):  
Yasin Onuralp Özkılıç

Extended end-plated connections are preferred in moment resisting frames due to their advantages such as no required in-situ welding, accurate fabrication and economic feasibility compared to flange welded moment connections. The capacity of the extended end-plated connections depends on bolt configurations, end-plate thickness, bolt diameter and their material properties excluding column part. The thickness of end-plate can be computed using yield line mechanisms. Different yield line patterns are available in the literature and some of these are adopted in seismic codes to estimate the thickness of end-plate. In this study, the accuracy of different yield line patterns is compared using collected experimental data and numerical analysis. A parametric numerical analysis was conducted utilizing the finite element tool, ABAQUS. The results of experimental data and parametric study were evaluated for both unstiffened and stiffened four bolted extended end-plated connections. The results revealed that the capacity of the end-plate connections significantly depends on the yield line mechanism. Therefore, selecting an accurate yield line mechanism is essential in order not to overestimate the thickness of the end-plate. More importantly is that these yield line mechanisms can be directly implemented to AISC 358 and Turkish Building Earthquake Code 2018 (TBEC-2018).


1999 ◽  
Vol 21 (6) ◽  
pp. 488-496 ◽  
Author(s):  
A. Thavalingam ◽  
A. Jennings ◽  
D. Sloan ◽  
J.J. McKeown

Author(s):  
J.J. McKeown ◽  
A. Jennings ◽  
A. Thavalingam ◽  
D. Sloan

2020 ◽  
Vol 166 ◽  
pp. 105932 ◽  
Author(s):  
Yue Zhang ◽  
Mei Liu ◽  
Qijie Ma ◽  
Zhenhua Liu ◽  
Peijun Wang ◽  
...  
Keyword(s):  

2021 ◽  
Vol 186 ◽  
pp. 106919
Author(s):  
Xianzhong Zhao ◽  
Shubin He ◽  
Shen Yan
Keyword(s):  

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