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A Study on Application of High Strength Steels for the Development of Structural Functions

A Study on Application of High Strength Steels for the Development of Structural Functions
应用高强度钢开发结构功能的研究
批准号:
02555101
负责人:
FUKUMOTO Yuhshi
金额:
$7.62万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Developmental Scientific Research (B)
财政年份:
1990
资助国家:
日本
项目状态:
已结题
起止时间:
1990 至 1991

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中文摘要
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英文摘要
Recently, some kinds of high performance structural steel have been developed by the iron manufactures in Japan. In this research project concerning with the development on structural functions of steel structures the high strength steels with low yield ratio (LYR steel) were focused, and the material properties and structural behaviors of LYR steels were surveyed by the experimental and numerical investigations.The following results can be obtained :1. Material Properties of LYR SteelA data-base on the material properties such as yield ratio, uniform elongation, hardening strain, etc. of LYR steels was framed by the inquiries for steel manufactures and lots of tensile test. For LYR 60 steel which has 60kgf/cm^2 static tensile strength, the material properties were evaluated statistically.2. Hysteretic Performance of LYR Steel under Uniaxial Compression-TensionDafalias-Popov's two surface plasticity model was examined by a series of cyclic loading test for several structural steels including LYR steels. Introducing the movement of bounding lines, the reduction of elastic range and the appropriate modification of shape parameter, the uniaxial cyclic behavior of test results can be successfully simulated.3. Cross-Sectional Strength and Deformation Capacity of I-Section Beans Using LYR SteelUsing the stress-strain relation representating LYR 60 steel chosed by the data-base, the comparative investigations by elasto-plastic finite displacement analysis were conducted. In case of compact sections the superiority in ductility of LYR steel to the customary high strength steel can be observed.4. Strength and Ductility of Frame Corners Using LYR SteelBox to box connection models of steel frames made from LYR steel and customary high strength steel were tested under cyclic loading. The difference on hysteretic behavior due to material could not be observed, and each models have almost same deformation capacity.
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Nishimura, N. and Fuchisaki, K.: "Material properties and crosssectional strength of low yield ratio high tensile steels" Tech. Repts of Osaka Univ.42. (1992)
Nishimura, N. 和 Fuchisaki, K.:“低屈强比高强度钢的材料性能和横截面强度”技术。
DOI: --
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通讯作者:
Nishimura,N.,Fuchisaki,K.: "Material properties and cross-sectional strength of low yield ratio high tensile steels" Technical Reports of Osaka University. Vol.42. (1992)
Nishimura,N.,Fuchisaki,K.:“低屈服比高强度钢的材料性能和截面强度”大阪大学技术报告。
DOI: --
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通讯作者:
Nishimura,N.Honda,Y.Ono,K.: "Correction of two-suface model for hysteretically loaded structural steels" Technical Reports of Osaka University. Vol.42. (1992)
Nishimura,N.Honda,Y.Ono,K.:“滞回加载结构钢的两面模型的修正”大阪大学技术报告。
DOI: --
发表时间:
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作者: []
通讯作者:
Nishimura,N.,Honda,Y.,Ono,K.: "Correction of two-suface model for hysteretically loaded structural steels" Technical Reports of Osaka University. Vol.42. (1992)
Nishimura,N.、Honda,Y.、Ono,K.:“滞回加载结构钢的两面模型的修正”大阪大学技术报告。
DOI: --
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6
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    • 批准号:
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    • 项目类别:
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      1993
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