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辗制刨花长度及与普通刨花混合对板弯曲性能的影响
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作者 马岩 《林业机械与木工设备》 1997年第2期43-45,42,共3页
1 前言本项研究是探索辗压刨花的有效利用及和其它刨花板复合后的性能影响问题,重点放在辗制刨花长度及与普通刨花的混合比率对弯曲性能(弹性模量 MOE 和断裂极限 MOR)影响的测定和评价上。辗压刨花的原料是一种纤维网状结构的片状物质。
关键词 刨花 辗制刨花 普通刨花 板弯曲性能
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Forming limit of textured AZ31B magnesium alloy sheet at different temperatures 被引量:13
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作者 黄光胜 张华 +2 位作者 高孝云 宋波 张雷 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2011年第4期836-843,共8页
Repeated unidirectional bending (RUB) was carried out to improve the texture of commercial AZ31B magnesium alloy sheets. All specimens were prepared in the rolling direction. The forming limit diagrams (FLDs) of A... Repeated unidirectional bending (RUB) was carried out to improve the texture of commercial AZ31B magnesium alloy sheets. All specimens were prepared in the rolling direction. The forming limit diagrams (FLDs) of AZ31B magnesium alloy sheet were determined experimentally by conducting stretch-forming tests at room temperature, 100, 200 and 300 ℃ Compared with the as-received sheet, the lowest limited strain of AZ31B magnesium alloy sheet with tilted texture in the FLD increased by 79% at room temperature and 104% at 100 ℃. The texture also affected the extension of the forming limit curves (FLC) in the FLD. However, the FLCs of two kinds of sheets almost overlapped at temperature above 200 ℃. It can be concluded that the reduction of (0002) texture intensity is effective to the improvement of formability not only at room temperature but also at low-and-medium temperature. The effect of texture on FLDs becomes weak with increasing temperature. 展开更多
关键词 magnesium alloy sheet repeated unidirectional bending texture FORMABILITY forming limit diagram
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Flexural behavior of in-plane bending glass structures for design method
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作者 吴丽丽 王元清 +2 位作者 严茂超 石永久 张恒秋 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第8期3133-3140,共8页
Experimental study was carried out on the in-plane bending behavior of glass plates without lateral supports, and the effects of the factors, such as height-to-span ratio, on the stability of glass panels were studied... Experimental study was carried out on the in-plane bending behavior of glass plates without lateral supports, and the effects of the factors, such as height-to-span ratio, on the stability of glass panels were studied. Results show that the in-plane bending glass plates with both ends simply supported and their upper edge free lose overall stability under loads, which belongs to the limit-point type of instability. It is found that the buckling load increases linearly with the increase of height-to-span ratio of the glass plates. The lateral stress of in-plane bending glass plates without lateral supports increases linearly under loads; while the large-area stress increases nonlinearly and the lateral stress is not the controlling factor of instability. In finite element analysis, the first buckling mode is regarded as the initial imperfection and imposed on the model as 1/1000 of the span of the components. The numerical buckling load according to the theory of large deflection is less than the experiment result, which is more conservative and can provide some reference for design. For the design method, when the in-plane load is imposed on the glass plate, its lateral strength and the deflection should be verified. Considering the stability of the in-plane bending glass plate without reliable lateral support, buckling is another possible failure mode and calls for verification. 展开更多
关键词 load-bearing glass structure flexural performance in-plane bending BUCKLING
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