锚固区
- 网络Anchoring zone;suomaogu
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索塔锚固区U形环向预应力伸长量不均匀性探讨
Discussion on Non-uniformity of U-Looped Prestressing Tendons Elongation at Tower Anchorage Zone
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PC板梁锚固区微裂缝的配筋设计
On the Reinforced Design of the Minute Crack in the Anchorage Zone of PC. Plate Girders
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首先利用ANSYS软件针对索塔锚固区所选节段进行了详尽的空间有限元分析,考察索塔锚固区的应力分布和变形情况。
At first , utilized ANSYS to analyze the anchorage zone on the cable bent tower and investigate stress distribution and deformation at the area .
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利用ANSYS有限元程序对该桥边跨端部锚固区梁段进行局部应力分析,研究该部分的局部受力性能。
Then we used ANSYS finite element program to calculate the local stress in anchorage zone of the border span and analysed its local mechanical characteristic .
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结果表明:锚固区Mises应力极值出现在耳板销孔两侧,大致关于斜拉索对称;
Results indicate that the maximum Von . Mises stress appears on both sides of the pin hole of the ear plate , approximately symmetrically to the stayed cable .
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试验结果表明,粘贴GFRP片材可以有效地提高梁的抗弯承载力,片材锚固区由于应力集中可能发生锚固粘结破坏,锚固区采用U形箍可以有效地防止锚固破坏。
The test results show that the bearing capacity is quite increased due to the existence of GFRP sheet . The local bonded failure may be caused by the stress concentration at the end of GFRP sheet .
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在最大设计索力作用下,索塔锚固区各板件的Mises等效应力均小于材料的屈服强度,结构是安全、可靠的,能够满足设计的强度要求。
The Mises equivalent stress of each plate in the cable-pylon anchorage zone was less than the material yield strength . The structure was safe and reliable , could meet the strength requirements of design .
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大连开发区琴桥是1座主跨度112m的独塔竖琴式单索面单背索斜拉桥,该桥主塔结构形式独特,背索的索塔锚固区受力复杂。
Qin Bridge locates in Dalian development zone . It 's a 120m long bridge single pylon and single back-stays .
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模拟干热环境,对优选的高性能混凝土(HPC)和钢锚箱锚固区专用高性能钢纤维混凝土(HPSFRC)进行了塑性收缩试验;
The effect of hot weather conditions on plastic shrinkage cracking of high performance concrete ( HPC ) and special high performance steel fiber-reinforced concrete ( HPSFRC ) have been analysised by the method of artificial imitation in the lab.
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钢锚箱锚固区部位所处环境复杂,为确保其耐久性,制备了专用高性能纤维混凝土(HPFRC)。
Concerning the complexity of durability of concrete in anchorage zone between Steel anchorage box and cable in bridge tower , special high performance fiber reinforced concrete ( HPFRC ) was introduced in the tower construction .
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曲塔柱拉索锚固区预应力布设
Arrangement of Prestressing Force in Anchorage Zone of Curved Tower Columns
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部分斜拉桥鞍座锚固区局部应力分析
Loca stress analysis of anchorage zone saddle of part cable-stayed bridge
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大跨度预应力混凝土箱梁锚固区局部应力的理论分析与试验研究
Analysis of Anchorage Zones in the Long-span PC - box Girders
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钢斜拉桥锚箱式索梁锚固区合理构造型式研究
Study on the Reasonable Pattern of Cable-Girder Anchorage for Steel Cable-Stayed Bridge
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钢锚板式索塔锚固区足尺模型试验研究
Model Experiment Analysis on Steel Anchor Plate Cable-Pylon Anchorage Zone
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连续刚构桥锚固区局部应力的研究
Investigation on Local Stresses in Anchorage Zone of Continuous Rigid Frame Bridge
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天津保定桥为独塔单索面钢箱梁斜拉桥,索塔锚固区采用钢锚箱结构。
Steel anchor box structure was used in the cable-tower anchorage zone .
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斜拉索钢箱梁锚固区空间应力分析
Analysis of Spatial Stress in Anchorage Zone in Cable Stayed Steel Box Girder
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构件体内的锚固区受力机理的研究
The Study on Force Mechanism of Anchorage Zone with the Internal Anchorage Tool
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采用空间有限元方法分析实桥和试验模型锚固区的应力与变形,将试验与计算结果进行比较,验证计算方法的正确性。
The results of model tests are compared with 3D finite element analysis .
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芜湖长江大桥索塔锚固区模型试验研究
Test of Anchoring Zong on the Cable Tower of Wuhu Yangtze River Bridge
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琴桥桥塔拉索锚下锚固区局部应力分析
Local Stress Analysis of Anchorage Zones of Qin Bridge
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天津保定桥索塔锚固区钢锚箱空间分析
Space Analysis of Steel Anchor Box for Cable-tower Anchorage of Tianjin Baoding Bridge
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索塔锚固区泵送钢纤维混凝土的研究
Research of pumping SFRC in anchorage zone between steel anchorage box and cable
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预应力混凝土结构端部锚固区的抗裂验算与配筋设计
Cracking Load Resistance and Reinforcement Design in the Anchorage Zone of Prestressed Concrete Structures
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湛江海湾大桥锚拉板式索梁锚固区疲劳试验
Fatigue Test of Tensile Anchor Plates in Cable-Beam Anchorage Zones for Zhanjiang Gulf Bridge
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矩形截面梁后张锚固区劈裂力计算的拉压杆模型法
Strut-and-tie Model Method for Bursting Force Calculation of Post-tensioned Anchorage Zone in Rectangular Beam
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大吨位锚固区混凝土抗裂性及承压能力研究
Study of Crazing Resistance and Bearing Capacity of Concrete at Heavy Tonnage Anchorage Zone
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最后分析了索塔锚固区的局部应力。
Finally , the local stress of the cable pylon anchorage zone is researched .
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预应力混凝土空心桥塔锚固区受力特点研究
Study on Anchorage Zone of PC Hollow Tower