1) confined concrete circular column
约束混凝土圆柱
1.
Simplified analytic models for glass fiber-reinforced polymer-confined concrete circular columns;
玻璃纤维聚合物约束混凝土圆柱简化分析模型
2) FRP confined concrete cylinder
FRP约束混凝土圆柱
1.
To develop a compressive stress-strain model for fiber reinforced polymer(FRP) confined concrete,the test results of 305 axially loaded FRP confined concrete cylinder(FCC) specimens are analyzed.
为建立纤维增强复合材料(FRP)约束圆柱混凝土受压应力-应变关系模型,分析了国内外305个轴心受压FRP约束混凝土圆柱试件的试验结果。
3) confined concrete column
约束混凝土柱
1.
confined concrete column specimens were tested for axial compression loading.
为进一步研究钢筋混凝土构件、结构的抗震性能 ,完成了 2 4根约束混凝土柱的中心受压试验。
4) confined concrete square column
约束混凝土方柱
1.
Simplified analytic models for GFRP-confined concrete square columns;
玻璃纤维聚合物约束混凝土方柱简化分析模型
5) FS confined concrete column
FS约束混凝土柱
1.
The behavior of fiber sheet (FS) confined square and rectangular concrete columns under axial compressive force and the FS confinement mechanism were studied by tests of 29 FS confined concrete columns and 2 reference concrete columns and by three dimensional nonlinear finite element analysis.
通过29个纤维布(FiberSheet,FS)约束混凝土柱和2个混凝土对比柱的轴心受压试验,以及FS约束混凝土柱的三维非线性有限元分析,研究FS约束混凝土矩形截面柱的轴心受压性能和FS的约束机理。
6) FRP confined concrete columns
FRP约束混凝土柱
1.
A general review is presented on the research of dynamic behavior of FRP confined concrete columns.
简要介绍了一种新型的FRP-混凝土-钢管组合构件,结合FRP约束混凝土柱抗震性能的研究进展, 探讨了这种新型组合柱抗震性能研究中着重需要解决的一些问题。
2.
Early study shows that FRP confined concrete columns as the new structure can play mechanical properties of concrete, steel and FRP to the maximum, and greatly improve capacity of the binding concrete structure and its ductility.
试验从改善结构延性的角度系统地研究了不同的FRP类型,不同截面形式的柱、不同的包裹方式和包裹层厚的FRP约束混凝土柱的力学性能,得到了FRP约束混凝土柱的受力规律,并采用有限元软件验证约束混凝土的增强增韧机理的,为FRP约束混凝土柱的新结构设计提供了目标和方法。
补充资料：55°圆柱管螺纹的型式和尺寸
| 螺纹代号 | 基本尺寸 | 大径 mm d=D | 螺距 mm p | 每英寸牙数 tpi | 中径 mm d2=D2 | 小径 外螺纹 d3 | 牙型高度 H1 | 底孔尺寸 mm | |
| G 1/8 | 1/8＂ | 9.728 | 0.907 | 28 | 9.147 | 8.566 | 0.581 | 8.7 | |
| G 1/4 | 1/4＂ | 13.157 | 1.337 | 19 | 12.301 | 11.445 | 0.856 | 11.6 | |
| G 3/8 | 3/8＂ | 16.662 | 1.337 | 19 | 15.806 | 14.95 | 0.856 | 15 | |
| G 1/2 | 1/2＂ | 20.955 | 1.814 | 14 | 19.793 | 18.631 | 1.162 | 19 | |
| G 5/8 | 5/8＂ | 22.911 | 1.814 | 14 | 21.749 | 20.587 | 1.162 | 20.75 | |
| G 3/4 | 3/4＂ | 26.441 | 1.814 | 14 | 25.279 | 24.117 | 1.162 | 24.5 | |
| G 7/8 | 7/8＂ | 30.201 | 1.814 | 14 | 29.039 | 27.877 | 1.162 | 28 | |
| G 1 | 1＂ | 33.249 | 2.309 | 11 | 31.77 | 30.291 | 1.479 | 30.5 | |
| G 1 1/8 | 1 1/8＂ | 37.897 | 2.309 | 11 | 36.418 | 34.939 | 1.479 | 35 | |
| G 1 1/4 | 1 1/4＂ | 41.91 | 2.309 | 11 | 40.431 | 38.952 | 1.479 | 39.5 | |
| G 1 3/8 | 1 3/8＂ | 44.323 | 2.309 | 11 | 42.844 | 41.365 | 1.479 | 41.5 | |
| G 1 1/2 | 1 1/2＂ | 47.803 | 2.309 | 11 | 46.324 | 44.845 | 1.479 | 45 | |
| G 1 3/4 | 1 3/4＂ | 53.746 | 2.309 | 11 | 52.267 | 50.788 | 1.479 | 51 | |
| G 2 | 2＂ | 59.614 | 2.309 | 11 | 58.135 | 56.656 | 1.479 | 57 | |
| G 2 1/4 | 2 1/4＂ | 65.71 | 2.309 | 11 | 64.231 | 62.752 | 1.479 | 63 | |
| G 2 1/2 | 2 1/2＂ | 75.184 | 2.309 | 11 | 73.705 | 72.226 | 1.479 | 72.5 | |
| G 2 3/4 | 2 3/4＂ | 81.534 | 2.309 | 11 | 80.055 | 78.576 | 1.479 | 79 | |
| G 3 | 3＂ | 87.884 | 2.309 | 11 | 86.405 | 84.926 | 1.479 | 85.5 | |
| G 3 1/4 | 3 1/4＂ | 93.98 | 2.309 | 11 | 92.501 | 91.022 | 1.479 | 91 | |
| G 3 1/2 | 3 1/2＂ | 100.33 | 2.309 | 11 | 98.351 | 97.372 | 1.479 | 97.75 | |
| G 3 3/4 | 3 3/4＂ | 106.68 | 2.309 | 11 | 105.201 | 103.722 | 1.479 | 104 | |
| G 4 | 4＂ | 113.03 | 2.309 | 11 | 111.55 | 110.072 | 1.479 | 110.5 | |
| G 4 1/2 | 4 1/2＂ | 125.73 | 2.309 | 11 | 124.251 | 122.772 | 1.479 | 123 | |
| G 5 | 5＂ | 138.43 | 2.309 | 11 | 136.951 | 135.472 | 1.479 | 136 | |
| G 5 1/2 | 5 1/2＂ | 151.13 | 2.309 | 11 | 149.651 | 148.172 | 1.479 | 148.5 | |
| G 6 | 6＂ | 163.83 | 2.309 | 11 | 162.351 | 160.872 | 1.479 | 161.5 |
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条