Experimental study on mode I fracture response of adhesive joints subjected to systematic creep damage

IF 5.6 2区 工程技术 Q1 ENGINEERING, MECHANICAL Theoretical and Applied Fracture Mechanics Pub Date : 2025-02-06 DOI:10.1016/j.tafmec.2025.104868
Jamal Bidadi, Hamed Saeidi Googarchin
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Abstract

Structural adhesive joints are effective strategy for constructing lightweight, cost-efficient components. Evaluating their long-term performance is crucial for designing durable and robust bonded systems. Understanding time-dependent phenomena like creep and its impact on the mechanical and fracture behavior of adhesives provides valuable insights for improved design. Creep loading significantly influences the strength, deformation, and fracture response of bonded structures over their service life. This study investigates the creep behavior and mode I fracture response of modified double-cantilever beam (MDCB) adhesive joints subjected to sustained tensile loads, focusing on two primary factors: creep stress level and creep duration. Creep tests were conducted on MDCB specimens at stress levels of 20 %, 30 %, 40 %, 50 %, and 60 % of the adhesive’s maximum tensile strength (Smax) for durations of 12, 48, and 72 h. The aim was to assess how sustained creep affects the residual fracture properties of adhesive joints. Creep behavior was characterized by analyzing strain vs. time curves, identifying elastic, primary, and secondary creep stages. Results showed that joints tolerated 20–40 % of Smax for a maximum creep duration of 72 h. Subsequently, mode I fracture after creep (FAC) tests were performed on MDCB joints exposed to 20–40 % Smax at a crosshead speed of 0.5 mm/min. FAC tests revealed a significant reduction in fracture load and fracture energy with increasing creep stress levels and durations compared to control specimens without creep exposure. Fracture surface analysis indicated a transition from cohesive failure to a combination of adhesive and cohesive failure with longer creep durations. Finally, a semi-empirical model was developed using response surface methodology (RSM) to predict the residual mode I fracture energy of adhesive joints, enabling future numerical simulations of creep behavior.
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系统蠕变损伤下粘接节点I型断裂响应试验研究
结构粘接是构建轻量化、低成本构件的有效策略。评估其长期性能对于设计耐用和坚固的粘合系统至关重要。了解蠕变等随时间变化的现象及其对胶粘剂力学和断裂行为的影响,可以为改进设计提供有价值的见解。蠕变载荷显著影响黏结结构的强度、变形和断裂响应。本文研究了改性双悬臂梁(MDCB)粘接节点在持续拉伸荷载作用下的蠕变行为和I型断裂响应,重点研究了蠕变应力水平和蠕变持续时间两个主要因素。对MDCB试样进行蠕变试验,应力水平分别为粘合剂最大抗拉强度(Smax)的20%、30%、40%、50%和60%,持续时间为12、48和72小时。目的是评估持续蠕变如何影响粘合剂接头的残余断裂性能。通过分析应变与时间曲线,确定弹性、初级和次级蠕变阶段来表征蠕变行为。结果表明,在最大蠕变持续时间为72 h的情况下,关节耐受20 - 40%的Smax。随后,以0.5 mm/min的十字速度对暴露于20 - 40% Smax的MDCB关节进行了I型蠕变后断裂(FAC)试验。FAC试验显示,与没有蠕变暴露的对照试样相比,随着蠕变应力水平和持续时间的增加,断裂载荷和断裂能显著降低。断裂面分析表明,从黏结破坏过渡到黏结和黏结结合破坏,蠕变持续时间更长。最后,利用响应面法(RSM)建立了半经验模型来预测粘接接头的残余I型断裂能,为今后的蠕变行为数值模拟奠定基础。
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来源期刊
Theoretical and Applied Fracture Mechanics
Theoretical and Applied Fracture Mechanics 工程技术-工程:机械
CiteScore
8.40
自引率
18.90%
发文量
435
审稿时长
37 days
期刊介绍: Theoretical and Applied Fracture Mechanics'' aims & scopes have been re-designed to cover both the theoretical, applied, and numerical aspects associated with those cracking related phenomena taking place, at a micro-, meso-, and macroscopic level, in materials/components/structures of any kind. The journal aims to cover the cracking/mechanical behaviour of materials/components/structures in those situations involving both time-independent and time-dependent system of external forces/moments (such as, for instance, quasi-static, impulsive, impact, blasting, creep, contact, and fatigue loading). Since, under the above circumstances, the mechanical behaviour of cracked materials/components/structures is also affected by the environmental conditions, the journal would consider also those theoretical/experimental research works investigating the effect of external variables such as, for instance, the effect of corrosive environments as well as of high/low-temperature.
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