Pérez, J.A.; Reyes-Rodríguez, A.M.; Sánchez-González, E.; Ríos, J.D. Experimental and Numerical Flexural–Torsional Performance of Thin-Walled Open-Ended Steel Vertical Pile Foundations Subjected to Lateral Loads. Buildings2023, 13, 1738.
Pérez, J.A.; Reyes-Rodríguez, A.M.; Sánchez-González, E.; Ríos, J.D. Experimental and Numerical Flexural–Torsional Performance of Thin-Walled Open-Ended Steel Vertical Pile Foundations Subjected to Lateral Loads. Buildings 2023, 13, 1738.
Pérez, J.A.; Reyes-Rodríguez, A.M.; Sánchez-González, E.; Ríos, J.D. Experimental and Numerical Flexural–Torsional Performance of Thin-Walled Open-Ended Steel Vertical Pile Foundations Subjected to Lateral Loads. Buildings2023, 13, 1738.
Pérez, J.A.; Reyes-Rodríguez, A.M.; Sánchez-González, E.; Ríos, J.D. Experimental and Numerical Flexural–Torsional Performance of Thin-Walled Open-Ended Steel Vertical Pile Foundations Subjected to Lateral Loads. Buildings 2023, 13, 1738.
Abstract
This research investigates the effects of torsional moments on the mechanical behavior of thin-walled open-ended vertical pile foundations subjected to lateral wind loads. The warping and torsion effect generated over the piles due to the resultant lateral load impact outside the shear center is analyzed in-field tests. Complementarily, a two-dimensional finite element model based on the simple bending stress-strain state as well as a three-dimensional finite element model considering torsional effects were implemented and their results analyzed. Finally, a comparative analysis between the in-field lateral loading tests and the finite element model approaches was established and correlations between the errors and the parameters of influence were highlighted. From the results, it has been ascertained that the slender thin-walled open-ended pile foundations are particularly sensitive to small load deviations from their center of gravity, this leads to the fact that the slenderer and the more eccentricity of the load, the more it affects the torsion and warping of the pile. Calculation methodologies usually consider a simple in-plane bending behavior which conducts to errors between 44 and 58% of the experimental results.
Copyright:
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