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1.
刘小丽 《连云港职业技术学院学报》2011,24(3):7-10
利用ANSYS有限元软件对压型钢板组合梁模型进行了有限元数值模拟分析。将有限元分析结果与试验结果进行比较,验证了有限元模型的合理性。 相似文献
2.
余燕忠 《泉州师范学院学报》2010,28(2):32-37
贝塞尔波束自提出到现在已有20多年,因其新颖特性而具有诱人的应用前景,对它的研究热潮依然未减.文章重点阐述贝塞尔波束的物理实现方法、特性及其应用研究现状. 相似文献
3.
倒T型钢混凝土组合梁正截面抗弯承载力计算分析 总被引：1，自引：0，他引：1
由一般的非对称性工字型钢混凝土组合梁,采用变形协调模型推导总结不同情况下的型钢混凝土组合梁正截面抗弯承栽力计算公式,进而得到倒T型钢混凝土组合梁的正截面承载力。通过算例,采用推导的理论公式及ANSYS软件对等截面、等含钢量的两类组合梁的极限承栽力进行分析计算,表明倒T型钢混凝土组合梁正截面受力较工字型钢混凝土组合梁好及采用的理论公式是正确可行的。 相似文献
4.
通过对门座起重机平衡梁的测试和检查,发现铰处腋部有裂纹,经静强度和疲劳强度的计算复校,并与门机测试结果相对照,得到了平衡梁腋部裂纹系疲劳所致的结论。该结论对我国近千台港口门机管理有积极意义。本文对已经开裂的平衡梁所应采用的管理方法进行了探讨。 相似文献
5.
谢先闻 《浙江教育学院学报》2010,(6):91-98
应用矩阵光学方法,研究了高斯光束经过一般的多组元变焦扩束系统的变换规律,在重焦与离焦的情况下导出了以光线矩阵元表示的经过扩束系统后的束腰宽度、出射光腰位置等计算公式.作为应用例,详细分析了一个三组元变焦扩束系统. 相似文献
6.
INTRODUCTION When the flexural load-carrying capacities of existing R. C. or P. C. structures are not sufficient for the service loads, structural strengthening becomes necessary. Using steel plates to strengthen concrete members is a traditional method (Raithby, 1980) and is still an important and popular way at the present time. Fiber-reinforced polymer (FRP) sheets and plates have been used recently as an alternative to steel plates for strengthening concrete structures be-cause th… 相似文献
7.
型钢混凝土转换梁模板支设系统由于承受荷载大、受力复杂、施工难度大且危险性大导致一些质量安全事故的发生。结合具体工程实例,介绍了将型钢支撑与脚手架支撑结合的型钢混凝土梁的支撑施工技术,并对其进行了安全性分析,取得了良好的经济技术效果,为类似工程的设计与施工提供借鉴与参考。 相似文献
8.
Li Wei Ren 《大连大学学报》1995,(4)
本文对深基坑挡土支护结构为单锚支护系统,下端分别为铰支、固支时,在各种荷载综合作用下所受的力进行分析。提出了计算模型和计算方法,给出了计算公式。 相似文献
9.
空心光束在微观粒子（如微米粒子、纳米粒子、自由电子、生物细胞、原子、分子等）的精确、非接触操纵和控制中有着广泛的应用，空心光束的研究已经成为一个很重要的课题．本文概迷了几种典型的空心光束模式，培出了其特性及角动量，并进行了比较。 相似文献
10.
Strengthening reinforced concrete beams using prestressed glass fiber-reinforced polymer-Part Ⅰ: Experimental study 总被引：2，自引：0，他引：2
This work is aimed at studying the strengthening of reinforced concrete (R. C.) beams using prestressed glass fiber-reinforced polymer (PGFRP). Carbon fiber-reinforced polymer (CFRP) has recently become popular for use as repair or rehabilitation material for deteriorated R. C. structures, but because CFRP material is very stiff, the difference in CFRP sheet and concrete material properties is not favorable for transferring the prestress from CFRP sheets to R. C. members. Glass fiber-reinforced polymer (GFRP) sheets with Modulus of Elasticity quite close to that of concrete was chosen in this study. The load-carrying capacities (ultimate loads) and the deflections of strengthened R. C. beams using GFRP and PGFRP sheets were tested and compared. T- and ⊥-shaped beams were used as the under-strengthened and over-strengthened beams. The GFRP sheets were prestressed to one-half their tensile capacities before being bonded to the T- and l-shaped R. C. beams. The prestressed tension in the PGFRP sheets caused cambers in the R. C. beams without cracks on the tensile faces. The PGFRP sheets also enhanced the load-carrying capacity. The test results indicated that T-shaped beams with GFRP sheets increased in load-carrying capacity by 55% while the same beams with PGFRP sheets could increase load-carrying capacity by 100%. The ⊥-shaped beams with GFRP sheets could increase load-carrying capacity by 97% while the same beams with PGFRP sheets could increase the loading-carrying capacity by 117%. Under the same external loads, beams with GFRP sheets underwent larger deflections than beams with PGFRP sheets. While GFRP sheets strengthen R. C. beams, PGFRP sheets decrease the beams' ductility, especially for the over-strengthened beams (⊥-shaped beams). 相似文献