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Open AccessArticle

Prediction of the Ultra-Low-Cycle Fatigue Damage of Q345qC Steel and its Weld Joint

by Qin Tian 1,2, Hanqing Zhuge 2 and Xu Xie 2,*
1
School of Civil Engineering and Architecture, Nanchang University, Nanchang 330031, Jiangxi Province, China
2
School of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310012, Zhejiang Province, China
*
Author to whom correspondence should be addressed.
Materials 2019, 12(23), 4014; https://doi.org/10.3390/ma12234014
Received: 1 November 2019 / Revised: 21 November 2019 / Accepted: 21 November 2019 / Published: 3 December 2019
(This article belongs to the Section Construction and Building Materials)
Based on the continuum damage mechanics model (CDM) for monotonic tension, a new CDM for ultra-low-cycle fatigue (ULCF) is put forward to predict ULCF damage of steel and its weld joint under strong earthquakes. The base metal, heat-affected zone and weld metal of Q345qC steel were considered as research objects, and the uniaxial plastic strain threshold of the CDM model was calibrated via tensile testing combined with finite element analysis of notched round bar specimens. ULCF tests of the base metal and weld specimens were carried out to analyse their fatigue life, fracture life and post-fracture path. Based on the calibrated uniaxial plastic strain threshold, the finite element models of base metal and weld specimens suitable for CDM model were established by ABAQUS. The calibration results of material parameters show that the weld metal has the lowest plastic strain threshold and the largest dispersion coefficient at the plastic strain threshold. Prediction results under cyclic loading with a large strain were compared with experimental values, and results showed that the predicted crack initiation and fracture lives of the base metal and weld specimens are lower than their corresponding experimental values. The predicted errors of crack initiation life and fracture life decrease with increasing strain level. The development law of the damage variable reveals exponential growth combined with a stepped pattern. The CDM model can also accurately predict the number of cycles to initial damage. Taking the results together, the CDM of the ULCF of the base metal and weld specimens could successfully predict post-fracture paths. View Full-Text
Keywords: steel piers; weld specimen; ultra-low-cycle fatigue; continuous damage mechanics; prediction method for damage steel piers; weld specimen; ultra-low-cycle fatigue; continuous damage mechanics; prediction method for damage
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Tian, Q.; Zhuge, H.; Xie, X. Prediction of the Ultra-Low-Cycle Fatigue Damage of Q345qC Steel and its Weld Joint. Materials 2019, 12, 4014.

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