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Residual stress relaxation in typical weld joints and its effect on fatigue and crack growth 被引量:3
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作者 Liangbi LI Zhengquan WAN +1 位作者 Zili WANG Chunyan JI 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2009年第3期202-210,共9页
Many factors influence the fatigue and crack growth behavior of welded joints. Some structures often undergo fairly large static loading before they enter service or variable amplitude cyclic loading when they are in ... Many factors influence the fatigue and crack growth behavior of welded joints. Some structures often undergo fairly large static loading before they enter service or variable amplitude cyclic loading when they are in service. The combined effect of both applied stress and high initial residual stress is expected to cause the residual stresses relaxation. Only a few papers seem to deal with appropriate procedures for fatigue analysis and crack growth by considering the combined effect of variable amplitude cyclic loading with residual stresses relaxation. In this article, some typical welded connections in ship-shaped structures are investigated with 3-D elastic-plastic finite element analysis. The effect of residual stress relaxation, initial residual stress, and the applied load after variable amplitude cyclic loading is revealed, and a formula for predicting the residual stress at hot spot quantitatively is proposed. Based on the formula, an improved fatigue procedure is introduced. Moreover, crack growth of typical weld joints considering residual stresses relaxation is studied. 展开更多
关键词 residual stress relaxation Weld joint Finite element fatigue crack growth
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孔挤压强化对GH4169孔结构高温疲劳裂纹扩展行为影响研究
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作者 毛建兴 咸志帆 +4 位作者 王欣 刘茜 刘海燕 王荣桥 胡殿印 《推进技术》 EI CAS CSCD 北大核心 2024年第9期184-193,共10页
为探究孔挤压强化对镍基高温合金GH4169孔结构疲劳裂纹扩展行为的影响规律,针对孔挤压强化后螺栓孔特征模拟件开展残余应力松弛及疲劳裂纹扩展试验。结果表明,经热松弛稳定后,孔边依旧可以保持至少400 MPa的残余压应力水平,且孔壁表面... 为探究孔挤压强化对镍基高温合金GH4169孔结构疲劳裂纹扩展行为的影响规律,针对孔挤压强化后螺栓孔特征模拟件开展残余应力松弛及疲劳裂纹扩展试验。结果表明,经热松弛稳定后,孔边依旧可以保持至少400 MPa的残余压应力水平,且孔壁表面残余应力松弛幅度高于内部;孔挤压强化后疲劳裂纹扩展速率降低一个数量级,随着相对挤压量增加,疲劳裂纹扩展速率降低幅度增大,疲劳裂纹扩展寿命增幅为4~22倍。结合有限元仿真及断口分析,孔挤压强化对疲劳裂纹扩展的影响机制可归结为松弛至稳定后的残余压应力抵消部分外载应力,导致有效应力强度因子范围减小,使得疲劳裂纹扩展速率降低。基于该机制,利用残余应力修正的Walker模型对疲劳裂纹扩展寿命进行预测,误差在1.8倍分散带以内。 展开更多
关键词 镍基高温合金 冷挤压 残余应力 疲劳裂纹扩展 应力强度因子
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焊接残余应力对高强钢点焊接头裂纹扩展及疲劳性能的影响
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作者 罗家元 李鑫 谭超 《机械强度》 CAS CSCD 北大核心 2024年第2期439-445,共7页
点焊接头因高度应力集中,极易于熔核边缘萌生疲劳裂纹,点焊产生的残余应力会影响其扩展。为探究点焊残余应力对疲劳裂纹扩展的影响规律,建立DP600高强钢点焊接头三维裂纹有限元仿真模型。基于热-弹塑性理论求解点焊残余应力场,在此基础... 点焊接头因高度应力集中,极易于熔核边缘萌生疲劳裂纹,点焊产生的残余应力会影响其扩展。为探究点焊残余应力对疲劳裂纹扩展的影响规律,建立DP600高强钢点焊接头三维裂纹有限元仿真模型。基于热-弹塑性理论求解点焊残余应力场,在此基础上计算有无残余应力时折线裂纹的局部应力强度因子(Stress Intensity Factor,SIF)解,通过分析两种条件下裂纹最深点局部SIF随裂纹深度比变化的曲线,研究点焊残余应力对折线裂纹扩展的影响规律;基于断裂力学理论,采用改进的双参数模型预测有无残余应力时的疲劳寿命。结果表明,点焊残余应力使局部SIF显著提高,且随着裂纹深度比的增加,残余应力对其的影响程度也增加;考虑残余应力后裂纹整体扩展趋势不变但扩展速率显著增加,疲劳寿命由35616次下降至12564次。 展开更多
关键词 点焊残余应力 折线裂纹 应力强度因子 疲劳寿命
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喷丸残余应力对轨道车辆齿轮齿根裂纹应力强度因子的影响分析
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作者 徐向阳 时慧一 《重庆交通大学学报(自然科学版)》 CAS CSCD 北大核心 2024年第7期129-136,共8页
高周循环应力工况下齿根裂纹所引发的疲劳断裂是轨道车辆传动齿轮强度失效的主要原因之一。为了分析喷丸残余应力和齿根弯曲应力耦合下对轨道车辆传动齿轮齿根裂纹应力强度因子影响规律与作用机制,针对实际喷丸过程中弹丸位置的随机特性... 高周循环应力工况下齿根裂纹所引发的疲劳断裂是轨道车辆传动齿轮强度失效的主要原因之一。为了分析喷丸残余应力和齿根弯曲应力耦合下对轨道车辆传动齿轮齿根裂纹应力强度因子影响规律与作用机制,针对实际喷丸过程中弹丸位置的随机特性,基于有限元二次开发了20结点奇异元1/4结点位移法,联合建立了FEM-DEM(有限元-离散元)耦合喷丸模型和三维单齿齿根裂纹模型,制定了一套多步骤联合数值模拟方法,并对齿根裂纹应力强度因子在内部残余应力场和外部载荷共同作用下的变化进行了分析。研究结果表明:喷丸强化引入的残余压应力场使得裂纹尖端应力强度因子减小约12%,有效地抑制了疲劳裂纹扩展;喷丸对裂纹扩展的抑制作用在表面与近表面区域最为明显,随着裂纹深度和外加载荷的增大而减弱;残余应力对应的应力强度因子与外载荷无关,仅与初始应力状态有关。 展开更多
关键词 车辆工程 喷丸强化 疲劳裂纹扩展 残余应力 数值模拟 应力强度因子
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焊接残余应力对钢桥面疲劳性能的影响与处理措施
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作者 郑凯锋 冯霄暘 +3 位作者 何晓晖 衡俊霖 李乐 王洪福 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2024年第3期29-37,共9页
为改善正交异性钢桥面的抗疲劳性能,对钢桥面进行退火处理以降低关键焊缝的焊接残余应力。首先系统性地回顾和探讨钢桥面焊接残余应力分布模式,同时就残余应力对疲劳裂纹发展的影响进行了文献分析。随后,归纳和总结了国内外主流焊接残... 为改善正交异性钢桥面的抗疲劳性能,对钢桥面进行退火处理以降低关键焊缝的焊接残余应力。首先系统性地回顾和探讨钢桥面焊接残余应力分布模式,同时就残余应力对疲劳裂纹发展的影响进行了文献分析。随后,归纳和总结了国内外主流焊接残余应力消除方法,并开展对比分析。借鉴压力容器制造方法,建议在正交异性钢桥面制造中引入退火处理工艺以降低焊接残余应力。研究聚焦钢桥面中疲劳问题较突出的顶板与U肋连接焊缝,设计了16个(其中9个退火处理,7未作处理)局部足尺单U肋试件进行残余应力测试与疲劳试验。试验结果表明,退火处理后焊缝残余应力实测值降低约80%,疲劳强度提高约23%。可以看出,退火处理可以大幅降低焊接残余应力,从而有效提升钢桥面抗疲劳性能。 展开更多
关键词 桥梁工程 正交异性钢桥面 焊缝 退火处理 焊接残余应力 疲劳开裂
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多因素耦合作用下高强钢焊缝连接疲劳性能研究进展
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作者 郭宏超 关晓迪 +1 位作者 王铳 赵越 《建筑钢结构进展》 CSCD 北大核心 2024年第11期1-14,共14页
焊接是钢结构广泛采用的连接形式。在提高钢材强度等级后,焊接接头在服役过程中对蚀坑、裂纹等缺陷的敏感度增强,且焊接会劣化钢材成分、组织性能进而导致焊接接头产生初始缺陷。因此,在环境腐蚀、应力集中、超载等因素作用下,钢结构焊... 焊接是钢结构广泛采用的连接形式。在提高钢材强度等级后,焊接接头在服役过程中对蚀坑、裂纹等缺陷的敏感度增强,且焊接会劣化钢材成分、组织性能进而导致焊接接头产生初始缺陷。因此,在环境腐蚀、应力集中、超载等因素作用下,钢结构焊缝连接未达到设计服役年限就发生疲劳断裂,造成严重的资源浪费。基于对多因素耦合下高强钢焊缝连接疲劳性能研究现状的总结,介绍了腐蚀疲劳机理及腐蚀预测模型,分析了疲劳设计方法及疲劳寿命评估理论,归纳了焊接残余应力、点蚀坑以及初始裂纹对焊缝连接疲劳性能的影响。结果表明:焊接工艺、焊接参数以及焊接几何尺寸等对焊接接头的力学性能影响显著,焊接残余应力会削弱高强钢焊接接头的疲劳强度,焊接缺陷会引起应力集中现象,加快裂纹萌生速度;高强钢在腐蚀初期形成点蚀坑并逐渐发展成裂纹,进而导致焊缝连接的腐蚀疲劳性能降低。随着高强钢焊缝连接在工程中的应用增多,建议开展不同强度等级及焊接形式的焊缝连接疲劳试验,并将理论成果和经验方法在实际工程中推广应用。 展开更多
关键词 多因素耦合作用 高强钢 焊缝连接 疲劳性能 焊接残余应力 点蚀坑 初始裂纹
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喷丸强化对车辆传动齿轮裂纹扩展影响的研究综述 被引量:2
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作者 李杰 高紫钰 +3 位作者 王晓燕 胡铮 兰海 王志勇 《表面技术》 EI CAS CSCD 北大核心 2024年第4期1-19,57,共20页
疲劳断裂是重载车辆传动齿轮的主要失效形式之一,齿轮底部疲劳裂纹的扩展将缩短车辆传动系统的服役寿命,严重时会导致车辆发生安全事故。延缓裂纹扩展的主要方法是在传动齿轮的表面引入一定大小的残余压应力。喷丸技术是一种冷加工表面... 疲劳断裂是重载车辆传动齿轮的主要失效形式之一,齿轮底部疲劳裂纹的扩展将缩短车辆传动系统的服役寿命,严重时会导致车辆发生安全事故。延缓裂纹扩展的主要方法是在传动齿轮的表面引入一定大小的残余压应力。喷丸技术是一种冷加工表面强化处理工艺,该技术利用高速弹丸冲击材料表面,使零件表层产生塑性应变的同时,在表面和内部引入残余压应力,从而使裂纹闭合的能力得到强化,达到延缓裂纹扩展的强化效果。为了更好地揭示喷丸引入的残余压应力对疲劳裂纹扩展的影响,首先综述了传动齿轮表面疲劳裂纹产生的原因以及疲劳裂纹的扩展行为对重载车辆服役的影响。从强度因子、J积分以及裂纹闭合效应出发,介绍了传动齿轮表面疲劳裂纹扩展的理论以及残余压应力与疲劳裂纹扩展速率之间的关系。其次概述了目前国内外常用的新型有益于将残余拉应力转化为残余压应力的微粒子喷丸、激光喷丸、超声喷丸方法,并与传统机械喷丸技术相比较,阐述了新型喷丸表面强化技术的优缺点。此外,从数值模拟和试验结果两方面,论述了喷丸速度、喷丸角度、弹丸直径、弹丸材质和覆盖率5个工艺参数对在传动齿轮表面引入残余压应力的改善影响。最后对喷丸强化技术在传动齿轮上的多目标参数优化以及多尺度残余压应力与疲劳性能进行了展望,并结合重载车辆的使用需求,强调需要创新设计一种效率高、价格低、适用性广的喷丸技术,以进一步推动喷丸强化在延缓疲劳裂纹扩展方面的持续发展。 展开更多
关键词 喷丸强化 残余压应力 传动齿轮 疲劳裂纹扩展速率 疲劳寿命 表面强化
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残余应力与拘束对GH4169合金疲劳及蠕变-疲劳裂纹扩展速率影响研究
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作者 雷雪雪 刘芳 +3 位作者 崔元元 王骁晓 杨杰 陈浩峰 《上海理工大学学报》 CAS CSCD 北大核心 2024年第1期60-68,共9页
为深入理解残余应力与拘束在疲劳载荷下的交互作用,以镍基高温合金GH4169为研究对象,选用紧凑拉伸(CT)试样,对不同拘束CT试样的上方施加不同大小的预加载荷从而在裂尖产生不同应力。将该应力作为残余应力,系统研究残余应力和拘束交互作... 为深入理解残余应力与拘束在疲劳载荷下的交互作用,以镍基高温合金GH4169为研究对象,选用紧凑拉伸(CT)试样,对不同拘束CT试样的上方施加不同大小的预加载荷从而在裂尖产生不同应力。将该应力作为残余应力,系统研究残余应力和拘束交互作用下GH4169合金的疲劳和蠕变–疲劳裂纹扩展速率。结果表明:随着裂尖残余压应力的增加,不同拘束下GH4169合金的疲劳和蠕变–疲劳裂纹扩展速率均降低。与低拘束试样相比,高拘束试样的疲劳和蠕变–疲劳裂纹扩展速率对残余应力的变化更加敏感,这主要与裂尖Mises应力和垂直于裂纹扩展方向的正应力有关。与疲劳裂纹扩展速率相比,蠕变-疲劳裂纹扩展速率对残余应力的变化更加敏感。 展开更多
关键词 拘束 残余应力 疲劳裂纹扩展 蠕变-疲劳裂纹扩展 GH4169合金
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考虑残余应力影响的桥式起重机多轴疲劳寿命评估
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作者 张广辉 孙淼 +2 位作者 吕世宁 李仕华 高有山 《科学技术与工程》 北大核心 2024年第25期10768-10775,共8页
桥式起重机桥架结构是典型的焊接结构,在日常服役时主梁焊缝区域经常出现疲劳裂纹。为保证起重机的服役安全,基于多尺度有限元分析方法建立危险裂纹区域的多级子模型;在二级子模型上建立热-结构耦合焊接有限元模型并模拟分析了焊接的全... 桥式起重机桥架结构是典型的焊接结构,在日常服役时主梁焊缝区域经常出现疲劳裂纹。为保证起重机的服役安全,基于多尺度有限元分析方法建立危险裂纹区域的多级子模型;在二级子模型上建立热-结构耦合焊接有限元模型并模拟分析了焊接的全过程,通过模拟焊后热处理分析对残余应力的影响;结合多轴临界面法构建了以应变幅值作为多轴损伤参量的疲劳分析方法,评估了危险裂纹区域的疲劳性能。结果表明:所提方法将结构整体疲劳问题转化成局部焊接位置的疲劳问题,不仅增加了计算效率,还能考虑疲劳细节处更多的影响因素,为起重机焊缝部位的疲劳寿命评估和延寿提供了一定的参考。 展开更多
关键词 疲劳裂纹 多级子模型 焊后热处理 残余应力 多轴临界面法
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考虑残余应力的钢桥面板-肋双面焊裂纹应力强度因子计算方法
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作者 肖新辉 陈方怀 +2 位作者 张海萍 刘扬 肖康海 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第2期810-821,共12页
建立焊接分析有限元模型,对顶板-纵肋双面焊构造的焊接过程进行数值模拟,拟合得到顶板焊趾细节沿板厚方向分布的横向残余应力分布经验公式;建立钢桥面板断裂力学数值模型,结合统一的权函数表达式,推导适用于顶板焊趾处裂纹最深点和表面... 建立焊接分析有限元模型,对顶板-纵肋双面焊构造的焊接过程进行数值模拟,拟合得到顶板焊趾细节沿板厚方向分布的横向残余应力分布经验公式;建立钢桥面板断裂力学数值模型,结合统一的权函数表达式,推导适用于顶板焊趾处裂纹最深点和表面点应力强度因子的新权函数,并将权函数计算的应力强度因子与有限元计算的应力强度因子进行对比。研究结果表明:顶板-纵肋双面焊顶板焊趾处残余应力沿板厚方向处于拉—压—拉状态,呈正弦函数分布;在二次应力分布下,权函数法与有限元法计算所得顶板焊趾处裂纹最深点应力强度因子最大相对误差为7.4%,表面点应力强度因子最大相对误差为4.1%;在焊接残余应力场下,权函数法与有限元法计算所得顶板焊趾处裂纹最深点应力强度因子最大相对误差为7.6%,表面点应力强度因子最大相对误差为8.6%;权函数法能有效计算钢桥面板-肋双面焊顶板焊趾处疲劳裂纹应力强度因子。 展开更多
关键词 正交异性钢桥面板 权函数法 疲劳裂纹 应力强度因子 焊接残余应力
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基于扩展有限元法的钢桥面横隔板弧形切口疲劳裂纹扩展特性研究
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作者 向泽 刘力 祝志文 《桥梁建设》 EI CSCD 北大核心 2024年第3期46-53,共8页
为了解正变异性钢桥面板横隔板弧形切口疲劳开裂的规律,以某跨径350 m的独塔单跨钢箱梁自锚式悬索桥为背景,基于扩展有限元法建立纵肋-横隔板弧形切口多尺度裂纹扩展数值模型,求解弧形切口在轮载作用下的应力强度因子,分析轮载-热残余... 为了解正变异性钢桥面板横隔板弧形切口疲劳开裂的规律,以某跨径350 m的独塔单跨钢箱梁自锚式悬索桥为背景,基于扩展有限元法建立纵肋-横隔板弧形切口多尺度裂纹扩展数值模型,求解弧形切口在轮载作用下的应力强度因子,分析轮载-热残余应力耦合作用下的疲劳裂纹扩展形态和特性。结果表明:当顺桥向车轮作用于弧形切口正上方时,应力强度因子急剧增大,基于该响应曲线可以识别疲劳荷载模型的轴组,但无法识别轴组内的单轴。弧形切口切向热残余拉应力峰值达到341.1 MPa,使得轮载作用下的压应力幅转换为拉应力幅,裂纹扩展方向与实桥疲劳裂纹的扩展形态基本吻合。由于弧形切口处于复杂的三维变形状态,以面内变形为主,因而弧形切口为Ⅰ型断裂主导的Ⅰ-Ⅱ-Ⅲ型复合裂纹扩展模式,裂纹扩展速率与应力强度因子幅均随着裂纹扩展呈现出先增大后减小的趋势。 展开更多
关键词 正交异性钢桥面板 模隔板 弧形切口 疲劳 裂纹 应力强度因子 热残余应力 扩展有限元法
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钢桥面横隔板弧形切口维修加固与寿命评估
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作者 杜同鑫 曹宝雅 邓扬 《工程抗震与加固改造》 北大核心 2024年第1期104-112,共9页
正交异性钢桥面板弧形切口在使用中经常发生开裂,不合理的弧形切口设计导致的应力集中是产生疲劳开裂的主要原因。热切割改进弧形切口能有效地降低横隔板所受车载应力,但过程中会产生高水平的残余应力影响疲劳寿命。为此,提出了热维护+... 正交异性钢桥面板弧形切口在使用中经常发生开裂,不合理的弧形切口设计导致的应力集中是产生疲劳开裂的主要原因。热切割改进弧形切口能有效地降低横隔板所受车载应力,但过程中会产生高水平的残余应力影响疲劳寿命。为此,提出了热维护+冷维护的疲劳维护方案,以热切割优化改进切口,并在纵肋与横隔板连接处粘贴钢板加固。采用ABAQUS软件建立钢箱梁节段模型计算维护前后车载应力,开展热切割残余应力测试试验,并通过数值模拟分析热切割弧形切口切向残余应力分布规律,基于钢材的本构模型对车载应力与热切割残余应力进行耦合,结合实测交通数据、采用线疲劳累计损伤理论计算了考虑热切割残余应力影响的弧形切口疲劳寿命,并对比分析了不同维护方案的效果。结果表明:采用热切割改进弧形切口后可明显改善应力集中问题,车辆荷载作用下的压应力峰值降低50%;但改进弧形切口会产生高水平的残余应力,显著影响其疲劳性能,疲劳寿命仅为67.75年,低于桥梁设计使用寿命;在改进切口上粘贴钢板进行冷维护,可进一步减小弧形切口的车载应力峰值,双面粘贴10mm钢板应力峰值降低79%,并显著增加其疲劳寿命;当采用相同厚度的补强钢板时,单面粘贴的疲劳维护效果优于双面粘贴。本文提出的热维护+冷维护方案可以降低热切割残余应力的影响,获得更优的疲劳维护效果,为钢桥面板弧形切口疲劳维护提供了新的技术选择。 展开更多
关键词 正交异性钢桥面板 疲劳开裂 弧形切口 残余应力 疲劳维护
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Zr-4合金疲劳裂纹扩展试验及仿真研究
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作者 董云桥 甘旭文 舒凌宏 《兵器材料科学与工程》 CAS CSCD 北大核心 2024年第5期18-24,共7页
为了准确获得Zr-4合金的疲劳裂纹扩展参数及剩余疲劳寿命,进行了3组紧凑拉伸试验(CT),用Paris公式表征裂纹扩展速率。基于Franc3d和Abaqus的联合仿真验证试验数据的有效性。在确保了扩展参数准确的基础上,探讨了裂纹融合间距对Zr-4合金... 为了准确获得Zr-4合金的疲劳裂纹扩展参数及剩余疲劳寿命,进行了3组紧凑拉伸试验(CT),用Paris公式表征裂纹扩展速率。基于Franc3d和Abaqus的联合仿真验证试验数据的有效性。在确保了扩展参数准确的基础上,探讨了裂纹融合间距对Zr-4合金包壳管剩余疲劳寿命的影响。结果表明:CT试验裂纹扩展路径与联合仿真获得的裂纹路径一致,且模拟结果和理论结果的最大偏差为6.7%,得到裂纹扩展参数C=1.376×10^(10)、m=2.3787;两裂纹半径相同时,间距变化对剩余疲劳寿命无影响,裂纹融合时中间部分的应力强度因子出现较大突变,且大于两侧的应力强度因子。 展开更多
关键词 ZR-4合金 疲劳裂纹扩展 联合仿真 剩余寿命预测 应力强度因子
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General investigation on weldmatching in strength
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作者 Zhang Yufeng Hou Lixing and Wang Lijun(Tianjin University, Tianjin) 《China Welding》 EI CAS 1995年第2期98-106,共9页
Inl this investigation the different tests were carried out on the butt joints of several kinds of steels to study the effects of weldmatching on the fracture initiation under statie and dynamic loading, on the fractu... Inl this investigation the different tests were carried out on the butt joints of several kinds of steels to study the effects of weldmatching on the fracture initiation under statie and dynamic loading, on the fracture propagating arresting properties, on the fatigue behavior and finally on the residual stress distribution, The testing results show that overmatching of metal increases the possibility of having a general yieleding and may help to enlarge the tolerate of weld defects for crack initiation under dynamic or static loading. In the propagating and arresting cases the beneficial effct of overmatching of weld metal was found .However non significant effect of the weldmatch mg on the propagation thresholds △Kth and da'dN was found. 展开更多
关键词 weldmatching. cracking. fatigue behaviour. residual stress
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Development of multi-physics numerical simulation model to investigate thermo-mechanical fatigue crack propagation in an autofrettaged gun barrel 被引量:3
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作者 Naveed Hussain Faisal Qayyum +1 位作者 Riffat Asim Pasha Masood Shah 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2021年第5期1579-1591,共13页
In this research,a detailed multi-physics study has been carried out by numerically simulating a solid fractured gun barrel for 20 thermo-mechanical cycles.The numerical model is based on thermal effects,mechanical st... In this research,a detailed multi-physics study has been carried out by numerically simulating a solid fractured gun barrel for 20 thermo-mechanical cycles.The numerical model is based on thermal effects,mechanical stress fields and fatigue crack mechanics.Elastic-plastic material data of modified AISI 4340 at temperatures ranging from 25 to 1200℃and at strain rates of 4,16,32 and 48 s^(-1) was acquired from high-temperature compression tests.This was used as material property data in the simulation model.The boundary conditions applied are kept similar to the working gun barrel during continuous firing.A methodology has been provided to define thermo-mechanically active surface-to-surface type interface between the crack faces for a better approximation of stresses at the crack tip.Comparison of results from non-autofrettaged and autofrettaged simulation models provide useful information about the evolution of strains and stresses in the barrel at different points under combined thermo-mechanical loading cycles in both cases.The effect of thermal fatigue under already induced compressive yield due to autofrettage and the progressive degradation of the accumulated stresses due to thermo-mechanical cyclic loads on the internal surface of the gun barrel(mimicking the continuous firing scenario)has been analyzed.Comparison between energy release rate at tips of varying crack lengths due to cyclic thermo-mechanical loading in the non-autofrettaged and autofrettaged gun has been carried out. 展开更多
关键词 Steel AUTOFRETTAGE Gun barrel Crack propagation Thermo-mechanical fatigue Numerical simulation residual stress dissipation
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Effects of laser shock peening on fatigue crack growth rate and fracture properties of AA2524 aluminum alloy 被引量:3
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作者 LI Song-bai LI Xiang +3 位作者 LIANG Wei LIU Yi-lun YAN Hong-zhi LIU Chi 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第3期848-859,共12页
In order to prolong the service life of aircraft skin made from AA2524, the effects of laser shock peening(LSP) on fatigue crack growth(FCG) rate and fracture toughness(K_(c)) of AA2524 were investigated. Multiple LSP... In order to prolong the service life of aircraft skin made from AA2524, the effects of laser shock peening(LSP) on fatigue crack growth(FCG) rate and fracture toughness(K_(c)) of AA2524 were investigated. Multiple LSP treatment was performed on compact tension(CT) specimen from single side and double sides. The surface integrity was measured with Vickers hardness tester, X-ray diffractometer and confocal laser scanning microscope, respectively. FCG rate test and fracture toughness test under plane stress were carried out after LSP treatment. The microstructure features of cross-sections were observed with scanning electron microscope. The results showed that the micro-hardness and residual stress of CT specimens were increased dramatically after LSP treatment. Compared to the base metal(BM), the fatigue life was prolonged by 2.4 times and fracture toughness was increased by 22% after multiple LSP. 展开更多
关键词 AA2524 alloy laser shock peening fatigue crack growth fracture toughness residual stress grain refinement
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Fatigue Crack Propagation Analysis of Orthotropic Steel Bridge with Crack Tip Elastoplastic Consideration 被引量:2
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作者 Ying Wang Zheng Yan Zhen Wang 《Computer Modeling in Engineering & Sciences》 SCIE EI 2021年第5期549-574,共26页
Due to the complex structure and dense weld of the orthotropic steel bridge deck(OSBD),fatigue cracks are prone to occur in the typical welding details.Welding residual stress(WRS)will cause a plastic zone at the crac... Due to the complex structure and dense weld of the orthotropic steel bridge deck(OSBD),fatigue cracks are prone to occur in the typical welding details.Welding residual stress(WRS)will cause a plastic zone at the crack tip.In this paper,an elastoplastic constitutive model based on the Chaboche kinematic hardening model was introduced,and the extended finite element method(XFEM)was used to study the influence of material elastoplasticity and crack tip plastic zone on the law of fatigue crack propagation.By judging the stress state of the residual stress field at the crack tip and selecting different crack propagation rate models to investigate the crack propagation law when plastic deformation was considered,the propagation path and propagation rate of fatigue crack of the OSBD were obtained.The results show that,whether the residual stress field is considered or not,the plastic deformation at the crack tip will not cause the obvious closure of the fatigue crack at the U-rib toe during the crack propagation process,but will significantly affect the crack propagation path.When material plasticity is considered,the propagation angle of fatigue crack at the U-rib toe basically remains unchanged along the short-axis direction of the initial crack,but is going up along the long-axis direction,and the crack tip plastic zone inhibits the propagation of the crack tip on one side.Compared with linear elastic materials,the crack propagation law considering material plasticity is more consistent with that in actual bridge engineering.In terms of the propagation rate,if the residual stress field is not considered,the fatigue crack propagation rate at U-rib toe with plasticity considered is slightly higher than that without plasticity considered,because plastic deformation will affect the amplitude of energy release rate.When considering the WRS field,the fatigue crack propagation rate at U-rib toe is increased due to the combined actions of plastic deformation and stress ratio R. 展开更多
关键词 Extended finite element fatigue crack propagation orthotropic steel bridge deck welding residual stress plastic deformation
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Two-Phase Fatigue Life Prediction of Small-Scale Welded Specimens Based on the Experimental Results 被引量:1
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作者 Ivana Gledić Antonio Mikulić Joško Parunov 《Journal of Marine Science and Application》 CSCD 2022年第4期95-103,共9页
The study aims to calibrate parameters of two-phase fatigue prediction model based on the results of the small-scale fatiguetest experiments for zero stress ratio and without residual stresses, and then to investigate... The study aims to calibrate parameters of two-phase fatigue prediction model based on the results of the small-scale fatiguetest experiments for zero stress ratio and without residual stresses, and then to investigate their applicability for differentstress ratios and in the presence of residual stresses. Total fatigue life using the two-phase model consists of crack initiationphase, calculated by strain-life approach, and crack propagation phase, calculated by fracture mechanic’s approach. Calibrationof the fatigue parameters is performed for each phase by fitting numerical to the experimental results. Comparative analysisof calculated and measured fatigue lives is then conducted for different stress ratios, in both stress-relieved and as-weldedconditions. Given that calculation parameters are calibrated for the basic case, uncertainty of predictions is large, showingthat application of the method for real-life complex marine structures is challenging. 展开更多
关键词 Two-phase fatigue model Crack initiation Crack propagation stress ratio residual stress Initial crack size
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Finite Element Method Investigation of the Effect of Cold Expansion Process on Fatigue Crack Growth in 6082 Aluminum Alloy 被引量:1
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作者 Abdelkrim Aid Zahar Semari Mohamed Benguediab 《Modeling and Numerical Simulation of Material Science》 2014年第1期25-31,共7页
Cold expansion is an efficient way to improve the fatigue life of an open hole. In this paper, three finite element models have been established to crack growth from an expanded hole is simulated. Expansion and its de... Cold expansion is an efficient way to improve the fatigue life of an open hole. In this paper, three finite element models have been established to crack growth from an expanded hole is simulated. Expansion and its degree influence are studied using a numerical analysis. Stress intensity factors are determined and used to evaluate the fatigue life. The residual stress field is evaluated using a nonlinear analysis and superposed with the applied stress field in order to estimate fatigue crack growth. Experimental test is conducted under constant loading. The results of this investigation indicate expansion and its degree are a benefit of fatigue life and a good agreement was observed between FEM simulations and experimental results. 展开更多
关键词 CRACK Growth COLD EXPANSION HOLE residual stress fatigue Life
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Effect of Pre-loading on Short Fatigue Crack Growth at a Notch
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作者 徐可为 何家文 周惠久 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 1992年第2期79-83,共5页
Results indicate that under cyclic tension the growth rate of short fatigue crack from notch root will be lowered greatly by tensile pre-loading,but only a little change by compressive pre-loading. The effect of tensi... Results indicate that under cyclic tension the growth rate of short fatigue crack from notch root will be lowered greatly by tensile pre-loading,but only a little change by compressive pre-loading. The effect of tensile pre-loading will decrease with the increase of stress ratio.The variation of short fatigue crack growth rate is related to the residual stress distribution around notch root. 展开更多
关键词 fatigue crack growth residual stress NOTCH X-ray diffraction
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