Numerical investigation of concrete filled hollow precast composite columns subjected to lateral cyclic loading

2021 ◽  
pp. 113586
Author(s):  
Satish Paudel ◽  
Ganchai Tanapornraweekit ◽  
Somnuk Tangtermsirikul
Keyword(s):  
Cyclic Loading ◽  
Numerical Investigation ◽  
Composite Columns

scholarly journals Behavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loading

2014 ◽  
Vol 12 (1) ◽  
pp. 81-88 ◽  
Author(s):  
Cristina Campian ◽  
Alina Haupt-Karp ◽  
Maria Pop ◽  
Nicolae Chira ◽  
Gabriel Urian ◽  
...  
Keyword(s):  
Cyclic Loading ◽  
Composite Columns

scholarly journals Experimental and Numerical Investigation on Optimization of Clamped Composite Columns: By the Example of Cedar and Oak

2006 ◽  
Vol 15 (6) ◽  
pp. 096369350601500
Author(s):  
Yeliz Pekbey ◽  
Aydogan Ozdamar ◽  
Onur Sayman
Keyword(s):  
Experimental Data ◽  
Composite Materials ◽  
Numerical Investigation ◽  
Cross Sections ◽  
True Solution ◽  
Composite Columns ◽  
Numerical Studies ◽  
Natural Composite Materials ◽  
Optimum Model ◽  
Natural Composite

In this study, the problem of finding the shape of the strongest column which has the largest fundamental buckling load with equal length and volume for the clamped–clamped ends was purposed. It was also proved that the solutions of Tadjbakhsk & Keller (1962) and Olhoff & Rasmussen (1977)-Masur (1984) were not optimum for columns with clamped ends. Then, true solution was obtained from Masur's analytical bimodal solution for clamped-clamped case by considering the crushing criteria. To test the accuracy of new optimized columns with clamped ends, both experimental and numerical studies were carried out. In this study, natural composite materials such as cedar and oak with variable circular cross-sections were used. Results of the optimum model proposed in this study were in agreement with results obtained by experimental data and numerical results.

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