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contributor authorGuojun Sun
contributor authorJingnan Zhao
contributor authorXiushu Qu
contributor authorJun Yuan
date accessioned2022-01-31T23:32:55Z
date available2022-01-31T23:32:55Z
date issued3/1/2021
identifier other%28ASCE%29MT.1943-5533.0003613.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269918
description abstractMost previous stress relaxation tests were based on steel wires and steel strands. This test performed 1,000  h of stress relaxation test on stainless steel cables and Galfan-coated steel cables with diameters of Ø14, Ø20, and Ø26  mm. Three different initial tension levels were tested, and three control values of 30%, 50%, and 70% of the ultimate tensile strength of the cable were used as the load control points. The stress relaxation tests were carried out in a factory building, and the temperature was not strictly controlled. The stress relaxation of the cable is the stress relaxation under the combined action of temperature relaxation, stress relaxation, and time relaxation. To make the research more valuable, the thermal expansion coefficient of the cable was used to eliminate the influence of temperature on the stress relaxation test, and the data were adjusted to correspond to 30°C. The test results were analyzed, and formulas for calculating the tension loss of steel cables were established. The results showed that the exponential equation of time logarithm can better express the relation between tension loss and time. The relation between the coefficients and the initial tensile force was established. This test also compared the relaxation properties of stainless steel cables and Galfan-coated steel cables. For steel cables with the same initial tension level and the same diameter, the Galfan-coated steel cables had much larger relaxation rates than the stainless steel cables.
publisherASCE
titleExperimental Study of Stress Relaxation Performance of Steel Cables at Room Temperature
typeJournal Paper
journal volume33
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003613
journal fristpage04020493-1
journal lastpage04020493-10
page10
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 003
contenttypeFulltext


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