Strength Deterioration of Thin-walled Structures due to Localization of Plastic Buckling Patterns under Cyclic Loading
循环载荷下塑性屈曲模式局部化导致薄壁结构强度劣化
基本信息
- 批准号:06650517
- 负责人:
- 金额:$ 0.26万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for General Scientific Research (C)
- 财政年份:1994
- 资助国家:日本
- 起止时间:1994 至 1995
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
The effect of constitutive models on the localization behavior of thin-walled structures was investigated by making use of the computer program developed last year. In addition, the cyclic localization of axi-symmetric buckling patterns of thick cylindrical shells was investigated by analysis and experiment with special emphasis on its effect on the deformation capacity. The results so obtained are summarized in the following.1)Effect of constitutive models on the localization behavior of compression platesa. The compression plates with the bi-linear constitutive model exhibit localization phenomena under smaller in-plane displacements, compared to those with the two-surface constitutive model.b. Initial displacements of the plates with the two-surface constitutive model have some effect on the cyclic localization behavior.2)Effect of localization behavior on the reduction of deformation capacity of thick cylindrical shellsa. The analysis method proposed by authors well simulate the localization behavior of thick cylindrical shells shown by the experiment.b. The cylindrical shells with larger radius-thickness ratio (R/t) and length-radius ratio (L/R) exhibit a larger load drop when the localization occurs.c. The effect of the constitutive models is significant in the localization behavior under cyclic loading.
构成模型对薄壁结构的定位行为的影响通过使用去年开发的计算机程序来研究。此外,通过分析和实验,研究了其对变形能力的影响,研究了厚圆柱壳的公理对称屈曲模式的循环定位。以下结果总结了如此获得的结果。1)组成型模型对压缩板的定位行为的影响。与具有两面构成模型的那些相比,具有双线性本构模型的压缩板在较小的面内位移下表现出定位现象。用两面构型模型的板的初始位移对循环定位行为有一定影响。2)定位行为对较厚圆柱形壳的变形能力的降低的影响。作者提出的分析方法很好地模拟了实验显示的厚圆柱壳的定位行为。当定位发生时,具有较大半径厚度比(r/t)和长 - 拉迪乌斯比(L/R)的圆柱形壳显示出较大的载荷下降。本构模型的效果在循环载荷下的定位行为中很重要。
项目成果
期刊论文数量(18)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
Yoshiaki Goto: "Localization of Plastic Buckling Patterns under Cyclic Loading" Jounral of Engineering Mechanics,ASCE. 121(掲載予定). (1995)
Yoshiaki Goto:“循环载荷下塑性屈曲模式的定位”,工程力学杂志,ASCE 121(待出版)。
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Yoshiaki Goto.: "Localization of Buckling Patterns under Cyclic Loading" Proc.of WCCM III. Vol.II. 1255-1256 (1994)
Yoshiaki Goto.:“循环载荷下屈曲模式的本地化”Proc.of WCCM III。
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Yoshiaki Goto: "Ductility and Strength Deterioration of Rectangular Compression Plate due to Localization of Plastic Buckling Patterns" Proc.of JSCE. No.513/I-31. 39-51 (1995)
Yoshiaki Goto:“由于塑性屈曲模式的局部化而导致矩形压缩板的延展性和强度恶化”Proc.of JSCE。
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Yoshiaki Goto: "Strength Deterioration of Rectangular Compression Plate due to Cyclic Localization of Buckling Patterns" Proc.of ICSS. Vol.I. 233-244 (1995)
Yoshiaki Goto:“由于屈曲模式的循环局部化而导致矩形压缩板的强度恶化”Proc.of ICSS。
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- 影响因子:0
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後藤,芳顯: "圧縮板の塑性座屈モードの局所化と変形能の低下" 土木学会論文集. 5109/I-31(掲載予定). (1995)
Goto, Yoshiaki:“塑性屈曲模式的本地化和压缩板变形性的降低”,日本土木工程师学会会议记录 5109/I-31(待出版)。
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GOTO Yoshiaki其他文献
Lauricella's ?<sub>?</sub> with finite irreducible monodromy group
劳里切拉
- DOI:
10.2969/jmsj/83498349 - 发表时间:
2022 - 期刊:
- 影响因子:0.7
- 作者:
櫻庭陽子;山田信宏;高塩純一;高橋一郎;川上文人;竹下秀子;林美里;友永雅己;GOTO Yoshiaki - 通讯作者:
GOTO Yoshiaki
Detection and epidemiological analysis of symbiotic viruses from protozoa using the FLDS (A Comprehensive dsRNA Sequencing Method)
使用 FLDS(综合 dsRNA 测序方法)对原生动物共生病毒进行检测和流行病学分析
- DOI:
- 发表时间:
2020 - 期刊:
- 影响因子:0
- 作者:
AIHARA Naoyuki;MOMOKI Anna;HATTORI Nanase;MURAKAMI Hironobu;OISHI Motoharu;GOTO Yoshiaki;SATO Reiichiro;NAGAI Makoto;YAMADA Kazutaka;KAMIIE Junichi;Fumi Murakoshi - 通讯作者:
Fumi Murakoshi
Irreducibility of the monodromy representation of Lauricella's $F_C$
Lauricella 的 $F_C$ 的单峰表示的不可约性
- DOI:
10.14492/hokmj/1573722015 - 发表时间:
2019 - 期刊:
- 影响因子:0.5
- 作者:
GOTO Yoshiaki;MATSUMOTO Keiji - 通讯作者:
MATSUMOTO Keiji
FINITE ELEMENT ANALYSIS FOR ULTIMATE CYCLIC BEHAVIOUR OF CONCRETE-FILLED TUBULAR STEEL PIERS WITH GRADE SM570 HIGH STRENGTH STEEL
SM570高强钢管混凝土桥墩极限循环性能有限元分析
- DOI:
10.2208/jscejseee.75.175 - 发表时间:
2019 - 期刊:
- 影响因子:0
- 作者:
GOTO Yoshiaki;EBISAWA Takemasa;SASAKI Katsuhito;KANDA Shinya;MATSUBARA Takuro;TAJIMA Hitoshi - 通讯作者:
TAJIMA Hitoshi
GOTO Yoshiaki的其他文献
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{{ truncateString('GOTO Yoshiaki', 18)}}的其他基金
Geometric study of hypergeometric integrals
超几何积分的几何研究
- 批准号:
20K14276 - 财政年份:2020
- 资助金额:
$ 0.26万 - 项目类别:
Grant-in-Aid for Early-Career Scientists
Development of steel pier with energy dissipation capacity and self-restoring capacity to reduce residual deformation
开发具有耗能和自恢复能力以减少残余变形的钢桥墩
- 批准号:
24656279 - 财政年份:2012
- 资助金额:
$ 0.26万 - 项目类别:
Grant-in-Aid for Challenging Exploratory Research
Investigation on ultimate behavior of continuous elevated-girder highway bridges by multi-directional shake table test and development of advanced seismic performance verification method
多向振动台试验连续高梁公路桥极限性能研究及先进抗震性能验证方法开发
- 批准号:
23246084 - 财政年份:2011
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$ 0.26万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Study on the display methods of tactile guide maps for promoting one's spatial perception
促进空间感知的触觉导览图显示方法研究
- 批准号:
23560754 - 财政年份:2011
- 资助金额:
$ 0.26万 - 项目类别:
Grant-in-Aid for Scientific Research (C)
Development of self-centering damper by the combination of functional metal materials and achievement of non-damaged structure
结合功能金属材料开发自定心阻尼器并实现结构无损
- 批准号:
21656114 - 财政年份:2009
- 资助金额:
$ 0.26万 - 项目类别:
Grant-in-Aid for Challenging Exploratory Research
Ultimate behavior and design of thin-walled steel bridge piers under multi-directional seismic excitations
多向地震作用下薄壁钢桥墩的极限性能与设计
- 批准号:
20360201 - 财政年份:2008
- 资助金额:
$ 0.26万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
Evaluation of seismic performance of existing steel structures considering histories of corrosion and repair
考虑腐蚀和修复历史的现有钢结构抗震性能评估
- 批准号:
17360211 - 财政年份:2005
- 资助金额:
$ 0.26万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
3-dimentional pseudo-dynamic experiment on steel bridge piers and their hysteretic models
钢桥墩三维拟动力试验及其滞回模型
- 批准号:
14350242 - 财政年份:2002
- 资助金额:
$ 0.26万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
Development of analysis system to assess ultimate seismic behavior of steel piers accompanying fracture due to strain localization
开发分析系统来评估因应变局部化而导致断裂的钢桥墩的极限抗震性能
- 批准号:
11650483 - 财政年份:1999
- 资助金额:
$ 0.26万 - 项目类别:
Grant-in-Aid for Scientific Research (C)
Strength Deterioration of Steel Structures considering the Strain Concentration caused by the Dynamic Localization of Buckling Patterns
考虑屈曲模式动态局部化引起的应变集中的钢结构强度劣化
- 批准号:
09650526 - 财政年份:1997
- 资助金额:
$ 0.26万 - 项目类别:
Grant-in-Aid for Scientific Research (C)
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