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This work aims to understand the relationship between the member angle limit and the energy ratio for 24 test samples of composite beams and CFT square steel tube columns. This work also compares the formula applicability for member angle limit with the previous test result to provide the basic data for the design of composite beam-CFT column. The evaluation of the member angle limit was performed with concrete compressive strength (fC =22.16 MPa, 30.49 MPa), breadth-to-thickness ratio (B/t=25.0, 33.3, 43.5), and axial capacity ratio (N/N0=0, 0.3, 0.4, 0.5) as the main variables of the test samples. For the relationship between the member angle limit (Ru) and the energy ratio (ES/EC ), the test result shows that the energy ratio becomes lower as the axial capacity ratio and the breadth-to-thickness ratio increase. The energy ratio is lower for the Type B test sample compared with that of Types A and C. For the formula suggested by SATO, the test samples are distributed evenly for comparison between test values and the member angle limit; however, other formulas indicate a deviation. Specifically, for the comparison between R u,cal and R u (Test), Maeda’s formula shows severe deviation. 相似文献
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Effect of chromium on the phase evolution and microstructure of ZnO doped with bismuth and antimony 总被引:2,自引:0,他引:2
Crystalline phase formation and microstructure of ZnO varistors with a basic composition ZnO–Bi2O3–Sb2O3 were examined. Addition of chromium oxide to this basic varistor resulted in an α-spinel (α-Zn7Sb2O12) phase dissolving a significant amount of Cr, while the β-spinel did not. β-spinel transformed to pyrochlore during cooling,
whereas α-spinel hardly transformed to pyrochlore irrespective of the cooling conditions. When Sb2O3 was completely replaced by Cr2O3, ZnCr2O4 was formed instead of spinel. α-spinel particles were 1–2 μm in size and intra- as well as intergranular. ZnCr2O4 particles, smaller than 1 μm in size, however, were present as aggregates in the bismuth-rich matrix phase at the grain boundaries.
This revised version was published online in November 2006 with corrections to the Cover Date. 相似文献
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Abstracts are not published in this journal
This revised version was published online in November 2006 with corrections to the Cover Date. 相似文献
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HYUNGIL LEE JINYONG CHOI 《Fatigue & Fracture of Engineering Materials & Structures》2004,27(3):245-251
We demonstrate the validity of Je, which comprehensively describes the effects of specimen geometry and loading type, in predicting the fatigue life of auto seat belt anchor panel. We first simplify the heat‐affected zone model to reduce the number of finite elements. We then establish finite‐element models reflecting the actual overload behaviour of three types of seat belt anchor specimens. Using elaborate finite‐element models, we obtain the effective crack‐driving parameter Je composed of its ductility‐dependent modal components. It is confirmed that the Je concept successfully predicts the fatigue life of multi‐spot‐welded panel structures represented by auto seat belt anchors here. 相似文献
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