单斜拉面大悬臂钢箱梁自振特性影响分析

Kexin Zhang
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摘要

近年来,国内出现了用聚氨酯水泥砂浆加固桥梁结构的案例。为进一步探索聚氨酯材料的性能,通过三点弯曲试验研究了金刚砂、石灰、石英砂和水泥对聚氨酯粉末复合材料力学性能的影响。在抗弯试验中,通过改变聚酯多元醇的含量,将聚氨酯水泥复合材料组成一个对照组。聚酯多元醇的加入在一定程度上提高了材料的抗弯强度和延展性。其他聚氨酯粉末复合材料如聚氨酯金刚砂试块的平均抗弯强度为45.1 MPa,对应应变为6203 με;聚氨酯石灰试块的平均抗弯强度为33.4 MPa,对应应变为6470 με;聚氨酯石英砂试块的平均抗弯强度为49.23 MPa,对应应变为7521 με。结果表明,聚氨酯金刚砂材料和聚氨酯石英砂材料的抗弯强度均高于聚氨酯水泥,可在一定程度上替代水泥,降低聚氨酯复合材料的成本。
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INFLUENCE ANALYSIS OF NATURAL VIBRATION CHARACTERISTICS OF STEEL BOX GIRDER WITH SINGLE CABLE FACE AND LARGE CANTILEVER
In recent years, there have been cases of strengthening bridge structures with polyurethane cement mortar. To further explore the properties of polyurethane materials, the effects of emery, lime, quartz sand and cement on the mechanical properties of polyurethane powder composites are studied by three-point flexural test. In the flexural test, the polyurethane cement composite formed a control group by changing the content of polyester polyol. The flexural strength and ductility are improved to a certain extent due to the addition of polyester polyol.The average flexural strength of other polyurethane powder composites such as polyurethane emery test block is 45.1 MPa and the corresponding strain is 6203 με, the average flexural strength of polyurethane lime test block is 33.4 MPa and the corresponding strain is 6470 με, the average flexural strength of polyurethane quartz sand test block is 49.23 MPa and the corresponding strain is 7521 με. The results show that the flexural strength of polyurethane emery material and polyurethane quartz sand material is higher than that of polyurethane cement, which can be used to replace cement to a certain extent to reduce the cost of polyurethane composite material.
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