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连续梁桥悬臂施工阶段箱梁应力测试研究
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作者 郭忠民 《中国新技术新产品》 2009年第7期70-71,共2页
连续梁桥结构上某一特定点的应力值随着悬臂施工的推进是不断变化的,为给桥梁施工的各个阶段提供准确可靠的测试数据,以保证施工质量和施工安全,需要对桥梁结构进行应力监测。
关键词 悬臂施工 光纤应变传感器 应力变化曲线
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岩体产生分区碎裂化现象机理分析 被引量:31
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作者 李英杰 潘一山 李忠华 《岩土工程学报》 EI CAS CSCD 北大核心 2006年第9期1124-1128,共5页
分析了巷道围岩的弹塑性应力场,得出了等效应力变化曲线,说明巷道的开挖在围岩中产生了峰值应力,求出了支撑压力区的应力分布状态[1];分析了岩石分区碎裂化现象的形成机理,说明了支撑压力区的劈裂破坏是岩石分区碎裂化现象产生的必要条... 分析了巷道围岩的弹塑性应力场,得出了等效应力变化曲线,说明巷道的开挖在围岩中产生了峰值应力,求出了支撑压力区的应力分布状态[1];分析了岩石分区碎裂化现象的形成机理,说明了支撑压力区的劈裂破坏是岩石分区碎裂化现象产生的必要条件;将支撑压力区的应力情况采用对径压缩公式进行调整推导出岩石分区碎裂化发生的条件公式,得出岩石分区碎裂化现象的出现不仅与深度有关而且也取决于岩石的力学参数。 展开更多
关键词 岩石分区碎裂化 对径压缩 支撑压力 等效应力变化曲线
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基于有限元法的板式吊耳安全分析 被引量:9
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作者 王雅俊 王有志 +1 位作者 张向阳 尚进 《人民黄河》 CAS 北大核心 2018年第7期117-120,共4页
吊耳是闸门与启闭设备之间重要的连接部件,直接关系到水工建筑物的运行安全。结合实际工程,通过材料力学公式法和有限元分析法对板式吊耳的接触强度进行了研究,对比两种计算方法所得结果的不同之处。有限元法分析表明:吊耳孔附近极少数... 吊耳是闸门与启闭设备之间重要的连接部件,直接关系到水工建筑物的运行安全。结合实际工程,通过材料力学公式法和有限元分析法对板式吊耳的接触强度进行了研究,对比两种计算方法所得结果的不同之处。有限元法分析表明:吊耳孔附近极少数单元应力超过许用应力;不同工况下吊耳孔内壁上的应力及竖向位移变化趋势基本相同,应力集中位置基本相同;极限荷载下吊耳承载能力满足要求。 展开更多
关键词 板式吊耳 有限元分析 竖向位移 应力集中 应力变化曲线
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Hot deformation behavior of Ti-6.5Al-3.5Mo-1.5Zr-0.3Si alloy with acicular microstructure 被引量:2
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作者 刘高峰 张尚洲 陈礼清 《Journal of Central South University》 SCIE EI CAS 2011年第2期296-302,共7页
The characteristics of hot deformation of an α+β titanium alloy Ti-6.5Al-3.5Mo-1.5Zr-0.3Si with acicular microstructure were studied using isothermal hot compressive tests in a strain rate range of 0.01-10 s^-1 at ... The characteristics of hot deformation of an α+β titanium alloy Ti-6.5Al-3.5Mo-1.5Zr-0.3Si with acicular microstructure were studied using isothermal hot compressive tests in a strain rate range of 0.01-10 s^-1 at 860-1 100 ℃. The true stress-tree strain curves of alloy hot-compressed in the α+β region exhibit a peak stress followed by continuous flow softening; whereas in the β region, the flow stress attains a steady-state regime. At a strain rate of 10 s^-1 and in a wide temperature range, the alloy exhibits plastic flow instability. According to the kinetic rate equation, the apparent activation energies are estimated to be about 633 kJ/mol in the α+β region and 281 kJ/mol in the β region, respectively. The processing maps show a domain of the globularization process of a colony structure and α dynamic recrystallization in the temperature range of 860-960 ℃ with a peak efficiency of about 60%, and a domain of β dynamic recrystallization in the β region with a peak efficiency of 80%. 展开更多
关键词 titanium alloy Ti-6.5Al-3.5Mo-1.5Zr-0.3Si hot compression flow behavior MICROSTRUCTURE
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Tensile behaviors of ecological high ductility cementitious composites exposed to interactive freeze-thaw-carbonation and single carbonation
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作者 Chai Lijuan Guo Liping +2 位作者 Chen Bo Tang Yongjian Fei Xiangpeng 《Journal of Southeast University(English Edition)》 EI CAS 2019年第3期367-373,共7页
To explore the tensile property parameters in the structural design of bridge deck link slabs made by ecological high ductility cementitious composites (Eco-HDCC), the tensile properties of Eco-HDCC exposed to interac... To explore the tensile property parameters in the structural design of bridge deck link slabs made by ecological high ductility cementitious composites (Eco-HDCC), the tensile properties of Eco-HDCC exposed to interactive freeze-thaw-carbonation cycles and single carbonation cycles were studied. The carbonation front of Eco-HDCC was determined by X-ray diffraction and differential scanning calorimetry-thermal gravimetric methods. Results indicate that the carbonation front of Eco-HDCC after interaction tests is deeper than that of Eco-HDCC after single carbonation tests. In addition, the ultimate tensile strength for Eco-HDCC shows an increasing trend after the interaction of 1 to 5 cycles compared with that of virgin specimens, while the ultimate tensile strength decreases after the interaction of 10 to 15 cycles. For single carbonation tests, the ultimate tensile strength of Eco-HDCC increases as cycles increase. After being subjected to interaction and single carbonation environments, both the ultimate tensile strain and tensile strain energy of Eco-HDCC decrease as cycles increase, and the decrease degrees of Eco-HDCC after interaction cycles are larger than those of Eco-HDCC after single carbonation. For general consideration, the tensile stress-strain relationship of Eco-HDCC after the interaction of 15 cycles can be adopted in the design of bridge deck link slabs for the purpose of safety. 展开更多
关键词 ecological high ductility cementitious composites (Eco-HDCC) interaction cycle single carbonation carbona-tion front tensile stress-strain curve tensile strain energy
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