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contributor authorJin Jiang
contributor authorW. Bao
contributor authorZ. Y. Peng
contributor authorX. H. Dai
date accessioned2022-01-30T19:54:15Z
date available2022-01-30T19:54:15Z
date issued2020
identifier other%28ASCE%29MT.1943-5533.0003040.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266183
description abstractCreep effect becomes an important consideration in the design of high-strength steel structures subjected to a soaking period at elevated temperatures such as in stress-relieving post-weld heat treatment (PWHT) circumstances. However, very limited experimental data can be found for the creep property of the thermal-mechanical control process (TMCP) of high-strength steel (HSS) at different elevated temperatures and stress levels, which seriously restricts the numerical modelling for the creep effect and analysis of the mechanical behavior of TMCP HSS structural elements. To this end, the physical mechanisms underlying the creep in TMCP HSS were firstly discussed in this paper, after which the mechanical properties of Q690CFD at ambient and elevated temperatures were investigated. An experimental investigation on the creep properties of Q690CFD at elevated temperatures was organized in the current study. The effect of environmental temperature and stress level on the creep behavior of TMCP HSS was also studied. A constitutive model was proposed to describe the creep behavior of TMCP HSS under elevated temperatures. Finally, validation of the constitutive model shows good agreement with the test results.
publisherASCE
titleCreep Property of TMCP High-Strength Steel Q690CFD at Elevated Temperatures
typeJournal Paper
journal volume32
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003040
page04019364
treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 002
contenttypeFulltext


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