变幅载荷下不锈钢螺栓受拉疲劳性能研究

IF 4.6 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Journal of Constructional Steel Research Pub Date : 2025-02-01 Epub Date: 2024-11-28 DOI:10.1016/j.jcsr.2024.109187
Jia Wang , Peng Qiu , Yuchen Song , Brian Uy
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引用次数: 0

摘要

试验研究了轴向拉伸载荷作用下A4-70不锈钢螺栓的变幅疲劳性能。首先进行静力试验以建立载荷-轴向伸长率关系。随后进行了恒幅和变幅疲劳试验,获得了疲劳加载周期和破坏模式。通过宏观和微观形貌分析对断口进行了检查。最终根据SN数据对螺栓的疲劳性能进行评价,并根据螺栓的累积损伤计算变幅加载下螺栓的等效疲劳强度。将几种国际螺栓疲劳设计规范的预测结果与试验结果进行了比较,验证了这些规定的可行性。研究结果表明,螺栓断裂表面具有明显的表征其疲劳损伤过程的形貌特征。不锈钢螺栓在变幅加载下的疲劳性能受加载顺序和加载幅值的影响。目前的设计规范对A4-70不锈钢螺栓的拉伸疲劳寿命只能提供保守的预测。
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Fatigue performance of stainless steel bolts in tension under variable amplitude loading
This study experimentally investigates the variable amplitude fatigue performance of A4–70 stainless steel bolts under axial tensile loading. Static tests were first performed to establish the load-axial elongation relationship. Constant amplitude and variable amplitude fatigue tests were subsequently conducted to obtain the fatigue loading cycles and failure modes. The fracture surfaces were inspected via macroscopic and microscopic morphology analyses. The fatigue performance was eventually evaluated in terms of SN data, and the equivalent fatigue strength of the bolts under variable amplitude loading was calculated based on their cumulative damages. The predictions of several international design codes for bolt fatigue were compared with the test results to verify the feasibility of these provisions. The results of the study showed that the bolt fracture surfaces possess significant morphology features representing the respective fatigue damage progresses. The fatigue performance of the stainless steel bolts under variable amplitude loading is influenced by the loading sequence and load amplitude. Current design codes can provide conservative predictions of the fatigue life of A4–70 stainless steel bolts in tension.
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来源期刊
Journal of Constructional Steel Research
Journal of Constructional Steel Research 工程技术-工程:土木
CiteScore
7.90
自引率
19.50%
发文量
550
审稿时长
46 days
期刊介绍: The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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