Research on Correlation between Charpy Impact Test and Fracture of Steel Members
简支梁冲击试验与钢构件断裂相关性研究
基本信息
- 批准号:10450201
- 负责人:
- 金额:$ 9.54万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for Scientific Research (B)
- 财政年份:1998
- 资助国家:日本
- 起止时间:1998 至 1999
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
Since the Charpy impact test was invented a hundred years ago, the test method has been utilized in steel industry all over the world. The test results, however, have never been related quantitatively to fracture performance of structural members of actual size. Fracture mechanics has shown a negative opinion to the correlation between Charpy and structures because of the substantial differences in size, loading rate and notch configuration.This research, however, prevailed that there is a remarkable correlation of pattern and process of fracture between Charpy specimens and structural members. They have a common fracture mechanism, i.e., a sequence of ductile crack initiation, its growth, and transition to cleavage fracture. Furthermore, the load-deformation curves obtained from Charpy test under variable loading rates, when compiled together with FEM analysis, demonstrated the development of plastic stress and strain at the origin of fracture, from which the conditions of crack initiation and brittle transition can be expressed by a common formula both for Charpy specimens and structural members with necessary conversions. Thus, the energy absorption capacity gained from Charpy impact test is expected to be directly applied for estimating the plastic strength and deformation capacity of structural members in design of steel structures.
夏比冲击试验自发明一百多年以来,一直在世界各地的钢铁工业中使用。然而,试验结果从未与实际尺寸的结构构件的断裂性能定量相关。断裂力学对Charpy与结构之间的相关性持否定态度,这是因为在尺寸、加载速率、缺口形状等方面存在着很大的差异,而本研究认为,Charpy试件与结构构件之间的断裂方式和断裂过程存在着显著的相关性。它们具有共同的断裂机制,即,韧性裂纹萌生、扩展和向解理断裂转变的顺序。此外,将变加载速率下的夏比试验得到的荷载-变形曲线与有限元分析结果结合起来,得到了断裂起始处塑性应力和应变的发展规律,并由此得到了夏比试件和构件的裂纹萌生和脆性转变条件的通用公式,并进行了必要的换算。因此,夏比冲击试验获得的能量吸收能力有望直接用于钢结构设计中估算结构构件的塑性强度和变形能力。
项目成果
期刊论文数量(10)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
Kuwamura, Hitoshi and Iyama, Jun: "Fractographic Correlation between Charpy Specimens and Full-Scale Members"J. of Constr. Eng., AIJ.. No. 508. 127-133 (1998)
Kuwamura, Hitoshi 和 Iyama, Jun:“夏比试样与全尺寸杆件之间的断口相关性”J。
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- 影响因子:0
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Kuwamura, Hitoshi and Inaba, Yuichiro: "Stress Triaxiality and Strain Concentration at Steel Connections under Plane Strain Condition"J. of Constr. Eng., AIJ.. No. 518. 87-94 (1999)
Kuwamura,Hitoshi 和 Inaba,Yuichiro:“平面应变条件下钢连接处的应力三轴性和应变集中”J。
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- 影响因子:0
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桑村仁、伊山潤: "シャルピー衝撃試験片と実大破壊部材の破面相関"日本建築学会構造系論文集. 508. 127-133 (1998)
Hitoshi Kuwamura,Jun Iyama:“夏比冲击试验样本和全尺寸断裂构件的断裂表面的相关性”日本建筑学会结构工程学报 508. 127-133 (1998)。
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- 影响因子:0
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Kuwamura, Hitoshi: "Fracture of Steel during an Earthquake"J. of Earthq. Wind and Ocean Eng.. 20. 310-322 (1998)
桑村仁:“地震期间钢的断裂”J.
- DOI:
- 发表时间:
- 期刊:
- 影响因子:0
- 作者:
- 通讯作者:
Kuwamura, Hitoshi: "Fracture of Steel during an Earthquake"J. of Earthquake, Wind and Ocean Engineering. 20. 310-322 (1998)
桑村仁:“地震期间钢的断裂”J.
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- 影响因子:0
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KUWAMURA Hitoshi其他文献
KUWAMURA Hitoshi的其他文献
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{{ truncateString('KUWAMURA Hitoshi', 18)}}的其他基金
Study on the coupling of buckling and fracture of steel structural members
钢结构构件屈曲与断裂耦合研究
- 批准号:
23246097 - 财政年份:2011
- 资助金额:
$ 9.54万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
A Study on Fracture-Governed Deformation Capacity of Steel Structural Members under Random Amplitudes
随机振幅下钢结构构件断裂变形能力研究
- 批准号:
18206059 - 财政年份:2006
- 资助金额:
$ 9.54万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Research on Performance Matrix for Robustness of Steel Tall Buildings
钢高层建筑稳健性性能矩阵研究
- 批准号:
14205079 - 财政年份:2002
- 资助金额:
$ 9.54万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Research on the Prevention of Brittle Fracture in High-Rise Steel Buildings
高层钢结构建筑脆性断裂的防治研究
- 批准号:
11355024 - 财政年份:1999
- 资助金额:
$ 9.54万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
A Study on Brittle Progressive Fracture of Structures under Dynamic Input
动力输入作用下结构脆性渐进断裂研究
- 批准号:
08455246 - 财政年份:1996
- 资助金额:
$ 9.54万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
Ductility of Structural Steel Members Governed by Fracture
受断裂控制的钢结构构件的延展性
- 批准号:
04402041 - 财政年份:1992
- 资助金额:
$ 9.54万 - 项目类别:
Grant-in-Aid for General Scientific Research (A)
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