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不同基质在卷烟火灾危险性测试中的比较研究 被引量:2
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作者 郭海东 刘军军 +3 位作者 何瑾 甘子琼 杨润芳 冯茜 《消防科学与技术》 CAS 北大核心 2015年第5期557-559,共3页
为探讨国产基质是否可用于卷烟引燃倾向的测试,选择了两种国产基质(0.2 mm不锈钢和0.3 mm铝合金)和一种进口基质(进口0.2 mm的302不锈钢),按照ISO12863:2010的方法对卷烟的引燃倾向进行对比研究。结果表明,使用0.2mm的302不锈钢测试时... 为探讨国产基质是否可用于卷烟引燃倾向的测试,选择了两种国产基质(0.2 mm不锈钢和0.3 mm铝合金)和一种进口基质(进口0.2 mm的302不锈钢),按照ISO12863:2010的方法对卷烟的引燃倾向进行对比研究。结果表明,使用0.2mm的302不锈钢测试时获得的结果与使用滤纸基质测试的结果一致,国产不锈钢可以作为卷烟引燃倾向测试基质的研究对象。 展开更多
关键词 卷烟 火灾危险性 测试基质 引燃实验
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Degradation behavior of aggregate skeleton in stone matrix asphalt mixture 被引量:1
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作者 马涛 王真 赵永利 《Journal of Central South University》 SCIE EI CAS 2011年第6期2192-2200,共9页
The degradation behavior of aggregate skeleton in stone matrix asphalt mixture was investigated based on theoretical analysis, laboratory test and field materials evaluation. A stress-transfer model was established to... The degradation behavior of aggregate skeleton in stone matrix asphalt mixture was investigated based on theoretical analysis, laboratory test and field materials evaluation. A stress-transfer model was established to provide the fundamental understanding of the stress distribution and degradation mechanism of stone matrix asphalt (SMA) aggregate skeleton. Based on the theoretical analysis, crushing test and superpave gyratory compactor (SGC) test were used to evaluate the degradation behavior of aggregate skeleton of SMA. To verify the laboratory test results, gradation analysis was also conducted for the field materials extracted from SMA pavements after long-time service. The results indicate that the degradation of SMA aggregate skeleton is not random but has fixed internal trend and mechanism. Special rule is found for the graded fine aggregates generated from coarse aggregate breakdown and the variation of 4.75 mm aggregate is found to play a key role in the graded aggregates to form well-balanced skeleton to bear external loading. The variation of 4.75 mm aggregate together with the breakdown ratio of aggregate gradation can be used to characterize the degradation behavior of aggregate skeleton. The crushing test and SGC test are proved to be promising in estimating the degradation behavior of SMA skeleton. 展开更多
关键词 stone matrix asphalt AGGREGATE GRADATION SKELETON DEGRADATION
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Biomechanical researches on tissue engineering bone constructed by deproteinated bone 被引量:3
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作者 简月奎 田晓滨 +5 位作者 李起鸿 李波 彭智 赵伟峰 王远政 杨震 《Chinese Journal of Traumatology》 CAS 2010年第1期32-36,共5页
Objective: To study biomechanical changes of newly formed bones 24 weeks after repairing large defects of long bones of goats using heterogeneous deproteinated bone (DPB) prepared by modified methods as an engineer... Objective: To study biomechanical changes of newly formed bones 24 weeks after repairing large defects of long bones of goats using heterogeneous deproteinated bone (DPB) prepared by modified methods as an engineering scaffold. Methods: According to a fully randomized design, 18 goats were evenly divided into three groups: normal bone control group (Group A), autologous bone group (Group B) and experimental group (Group C). Each goat in Groups B and C were subjected to the periosteum and bone defect at middle-lower part of the right tibia (20% of the whole tibia in length), followed by autologous bone or DPB plus autolognus MSCs + rhBMP2 implantation, respectively and semi- ring slot fixation; while goats in Group A did not perform osteotomy. At 24 weeks after surgery, biomechanical tests were carried out on the tibias. Results: At 24 weeks after surgery, the results of anticompression test on tibias in three groups were recorded by a functional recorder presented as linear pressure-deformation curve. The shapes of the curves and their change tendency were similar among three groups. The ultimate pressure values were 10.74 MPa±1.23 MPa, 10. 11 MPa±1.35 MPa and 10.22 MPa±1.32 MPa and fracture compression rates were 26.82%±0.87%, 27.17%±0.75% and 28.22%±1.12% in Groups A, B and C, respectively. Comparisons of anti-compression ultimate pressures and fracture compression rates among three groups demonstrated no significant difference (PAB=0.415, PBC=0.494). Three-point antibend test on tibias was recorded as load-deformation curves, and the shapes of the curves and their change tendency were similar among three groups. The ultimate pressure values of the anti-bend test were 481.52 N±12.45 N, 478.34 N±14.68 N and 475.62 N±13.41 N and the fracture bend rates were 2.62 mm±0.12 mm, 2.61 mm±0.15 mm and 2.81 mm±0.13 mm in Groups A, B and C, respectively. There was no significant difference between groups (PAB=0.7, PBc=0.448). The ultimate anti-torsion torque values were 6.55 N.mi-0.25 N.m, 6.34 N'm^0.18 N'm and 6.42 N'm^0.21 N'm and fracture torsion rates were 29.51°±1.64°, 28.88±1.46° and 28.81°±1.33° in Groups A, B and C, respectively. There was no significant difference between groups (PAB=0.123, PBc=0.346). Conclusions: The biomechanical characteristics of newly formed bones from heterogeneous DPB for repairing large segmental long bone defect are comparable to those of normal bones and autologous bones. DPB has the potential for clinical usage as bone graft material. 展开更多
关键词 BIOMECHANICS Tissue engineering Deproteinated bone
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