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A FEniCS implementation of the phase field method for quasi-static brittle fracture
HIRSHIKESH, Sundararajan NATARAJAN, Ratna Kumar ANNABATTULA
《结构与土木工程前沿(英文)》 2019年 第13卷 第2期 页码 380-396 doi: 10.1007/s11709-018-0471-9
关键词: phase field method FEniCS brittle fracture crack propagation variational theory of fracture
Peridynamics versus XFEM: a comparative study for quasi-static crack problems
Jinhai ZHAO, Hesheng TANG, Songtao XUE
《结构与土木工程前沿(英文)》 2018年 第12卷 第4期 页码 548-557 doi: 10.1007/s11709-017-0434-6
关键词: XFEM peridynamic bilateral crack parallel double cracks nonlocal theory
《结构与土木工程前沿(英文)》 2021年 第15卷 第5期 页码 1128-1143 doi: 10.1007/s11709-021-0753-5
关键词: precast wall basement wall out-of-plane response quasi-static test sand backfill seismic parameters
Tahir MAHMOOD, Sangarapillai KANAPATHIPILLAI, Mahiuddin CHOWDHURY
《机械工程前沿(英文)》 2013年 第8卷 第2期 页码 181-186 doi: 10.1007/s11465-013-0257-7
This paper demonstrates the application of a new multiaxial creep damage model developed by authors using stress traixiality to predict the failure time of a component made of 0.5%Cr-0.5%Mo-0.25%V low alloy steel. The model employs strain energy density and assumes that the uniaxial strain energy density of a component can be easily calculated and can be converted to multi-axial strain energy density by multiplying it to a function of stress trixiality which is a ratio of mean stress to equivalent stress. For comparison, an elastic-creep and elastic-plastic-creep finite element analysis (FEA) is performed to get multi-axial strain energy density of the component which is compared with the calculated strain energy density for both cases. The verification and application of the model are demonstrated by applying it to thin tube for which the experimental data are available. The predicted failure times by the model are compared with the experimental results. The results show that the proposed model is capable of predicting failure times of the component made of the above-mentioned material with an accuracy of 4.0%.
关键词: elastic-creep elastic-plastic-creep stress triaxiality life prediction pressure vessels finite element analysis (FEA)
铝合金AA5182-O自冲摩擦铆焊与自冲铆接工艺比较研究 Article
马运五, 山河, 牛嗣哲, 李永兵, 林忠钦, Ninshu Ma
《工程(英文)》 2021年 第7卷 第12期 页码 1741-1750 doi: 10.1016/j.eng.2020.06.015
本文分别采用自冲铆接(SPR)和自冲摩擦铆焊(F-SPR)工艺连接铝合金AA5182-O。从接头宏观形貌、铆接力、显微硬度分布、准静态力学性能和疲劳性能等方面对两个工艺进行了系统比较。研究结果表明,FSPR工艺不仅在铆钉与板材之间形成了机械互锁,而且还实现了固相连接;而SPR工艺仅实现了机械互
锁。F-SPR 工艺在摩擦热软化的作用下,获得相同机械互锁所需的铆接力比SPR工艺降低了63%。随着F-SPR 模式转换深度的降低,铆钉周围铝合金加工硬化程度增加。当模式转换深度小于3.0 mm时,FSPR接头比SPR接头具有更高的铝合金硬度。F-SPR 接头中的固相连接和较高的铝合金硬度有效提升了接头的刚度和抗剪切能力,从而使接头的准静态拉剪强度和疲劳寿命与SPR接头相比均有显著提升。
Van Chinh NGUYEN; Trung Thanh TRAN; Trung NGUYEN-THOI; Quoc-Hoa PHAM
《结构与土木工程前沿(英文)》 2022年 第16卷 第12期 页码 1599-1620 doi: 10.1007/s11709-022-0891-4
关键词: sandwich plates functionally graded porous static bending Quasi-3D theory Q4 element
刘春刚,柴小兵,欧阳义,贺德新
《中国工程科学》 2012年 第14卷 第1期 页码 80-85
对DX桩进行了现场竖向抗压静载试验,并与后压浆直孔灌注桩进行了比较。结果表明,DX桩和后压浆钻孔灌注桩都可以提高桩的承载力和控制桩的沉降,4根试验桩的试验效果相差不大,但DX桩能以桩径小、桩长短满足大承载力的桩基,达到极限承载力时,混凝土的单方承载力是后压浆钻孔灌注桩的1.5倍,可以减少工程材料,降低工程造价;且DX桩施工工艺更简单,能加快施工进度。
《结构与土木工程前沿(英文)》 2023年 第17卷 第3期 页码 411-428 doi: 10.1007/s11709-023-0928-3
关键词: pre-stressed concrete sleeper ultrahigh performance fiber-reinforced concrete pull-out test static bending test steel fiber aspect ratio volume fraction
Free vibration analysis of cracked thin plates by quasi-convex coupled isogeometric-meshfree method
Hanjie ZHANG,Junzhao WU,Dongdong WANG
《结构与土木工程前沿(英文)》 2015年 第9卷 第4期 页码 405-419 doi: 10.1007/s11709-015-0310-1
关键词: meshfree method isogeometric analysis quasi-convex isogeometric-meshfree method free vibration cracked thin plate
崔慧
《中国工程科学》 2006年 第8卷 第1期 页码 51-53
从理论上分析了在大气温度变化的影响下埋地热油管道的运行参数以及周围土壤环境均随季节变化而呈现准周期变化规律,在分析大量实际运行数据的基础上,进一步验证了该规律的合理性,建议在有关管道的节能降耗、优化运行以及经济清蜡等问题的研究中,应该考虑运行参数的滞后影响。
Rare-earth separation based on the differences of ionic magnetic moment via quasi-liquid strategy
《化学科学与工程前沿(英文)》 2023年 第17卷 第10期 页码 1584-1594 doi: 10.1007/s11705-022-2189-4
关键词: rare earth element different magnetic moment magnetic separation ionic liquid
Ping ZHANG, Guoliang DING
《能源前沿(英文)》 2010年 第4卷 第4期 页码 535-541 doi: 10.1007/s11708-010-0113-y
关键词: algorithm convergence heat exchanger modeling transient
Damage detection in beam-like structures using static shear energy redistribution
《结构与土木工程前沿(英文)》 2022年 第16卷 第12期 页码 1552-1564 doi: 10.1007/s11709-022-0903-4
关键词: damage detection beam structure strain energy static displacement variation energy damage index
Distributed fiber optic monitoring of a CFA pile with a central reinforcement bar bundle
Yi RUI, Nicholas de BATTISTA, Cedric KECHAVARZI, Xiaomin XU, Mei YIN
《结构与土木工程前沿(英文)》 2021年 第15卷 第1期 页码 167-176 doi: 10.1007/s11709-020-0581-z
关键词: continuous flight auger pile static load test central reinforcement bar bundle distributed fiber optic sensor finite element load transfer
标题 作者 时间 类型 操作
A FEniCS implementation of the phase field method for quasi-static brittle fracture
HIRSHIKESH, Sundararajan NATARAJAN, Ratna Kumar ANNABATTULA
期刊论文
Peridynamics versus XFEM: a comparative study for quasi-static crack problems
Jinhai ZHAO, Hesheng TANG, Songtao XUE
期刊论文
Seismic response of precast reinforced concrete wall subjected to cyclic in-plane and constant out-of-plane loading
期刊论文
life prediction of thin tube using strain energy density as a function of stress triaxiality under quasi-static
Tahir MAHMOOD, Sangarapillai KANAPATHIPILLAI, Mahiuddin CHOWDHURY
期刊论文
A novel finite element formulation for static bending analysis of functionally graded porous sandwich
Van Chinh NGUYEN; Trung Thanh TRAN; Trung NGUYEN-THOI; Quoc-Hoa PHAM
期刊论文
Experimental and parametrical investigation of pre-stressed ultrahigh-performance fiber-reinforced concrete railway sleepers
期刊论文
Free vibration analysis of cracked thin plates by quasi-convex coupled isogeometric-meshfree method
Hanjie ZHANG,Junzhao WU,Dongdong WANG
期刊论文
Rare-earth separation based on the differences of ionic magnetic moment via quasi-liquid strategy
期刊论文
Predictor-corrector algorithm for solving quasi-separated-flow and transient distributed-parameter model
Ping ZHANG, Guoliang DING
期刊论文