Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Thermally Induced Long-Term Displacement of Thermoactive Piles
The long-term displacement of thermoactive piles subjected to static load and thermal cycles is analyzed using the numerical solution of the one-dimensional load-transfer method modified to account for thermoelastic effects. Numerical results show that thermal cycles cause changes in load transfer and may lead to gradual plastic displacement accumulation due to the mobilization of side shear resistance with the number of thermal cycles. Displacement accumulation depends on the static factor of safety, the amplitude of the thermal cycles, and the ratio between the shaft resistance and the ultimate pile capacity.
Thermally Induced Long-Term Displacement of Thermoactive Piles
The long-term displacement of thermoactive piles subjected to static load and thermal cycles is analyzed using the numerical solution of the one-dimensional load-transfer method modified to account for thermoelastic effects. Numerical results show that thermal cycles cause changes in load transfer and may lead to gradual plastic displacement accumulation due to the mobilization of side shear resistance with the number of thermal cycles. Displacement accumulation depends on the static factor of safety, the amplitude of the thermal cycles, and the ratio between the shaft resistance and the ultimate pile capacity.
Thermally Induced Long-Term Displacement of Thermoactive Piles
Pasten, Cesar (Autor:in) / Santamarina, J. Carlos (Autor:in)
27.01.2014
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Thermally Induced Long-Term Displacement of Thermoactive Piles
British Library Online Contents | 2014
|Thermally Induced Long-Term Displacement of Thermoactive Piles
Online Contents | 2014
|Energy and structural performance of thermoactive piles in cold regions
BASE | 2019
|