土木工程、交通工程 |
|
|
|
|
考虑剪切变形的轴心受压GFRP圆管临界荷载 |
冯炳1( ),陈勇2,*( ),崔旭2,沈国辉2,徐海巍2 |
1. 绍兴大明电力设计院有限公司,浙江 绍兴 312099 2. 浙江大学 建筑工程学院,浙江 杭州 310058 |
|
Critical loads of axially compressed GFRP round tubes considering shear deformations |
Bing FENG1( ),Yong CHEN2,*( ),Xu CUI2,Guo-hui SHEN2,Hai-wei XU2 |
1. Shaoxing Daming Electric Power Design Institute Limited Company, Shaoxing 312099, China 2. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China |
引用本文:
冯炳,陈勇,崔旭,沈国辉,徐海巍. 考虑剪切变形的轴心受压GFRP圆管临界荷载[J]. 浙江大学学报(工学版), 2021, 55(10): 1894-1902.
Bing FENG,Yong CHEN,Xu CUI,Guo-hui SHEN,Hai-wei XU. Critical loads of axially compressed GFRP round tubes considering shear deformations. Journal of ZheJiang University (Engineering Science), 2021, 55(10): 1894-1902.
链接本文:
https://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2021.10.011
或
https://www.zjujournals.com/eng/CN/Y2021/V55/I10/1894
|
1 |
高湛, 吴必华, 李华 荆门换流站接地极工程玻璃钢构架真型试验[J]. 电力建设, 2010, 31 (12): 30- 32 GAO Zhan, WU Bi-hua, LI hua Full scale test of glass fiber reinforced plastic gantry for the earth electrode of Jingmen converter station[J]. Electric Power Construction, 2010, 31 (12): 30- 32
doi: 10.3969/j.issn.1000-7229.2010.12.008
|
2 |
柳欢欢, 刘明慧, 于鑫 复合材料输电杆塔设计方法讨论[J]. 玻璃钢/复合材料, 2013, (Supple.2): 48- 52 LIU Huan-huan, LIU Ming-hui, YU Xin The discussion of designing fiber reinforce plastic transmission tower[J]. Fiber Reinforced Plastics/Composites, 2013, (Supple.2): 48- 52
|
3 |
王虎长, 胡建民, 赵雪灵 玻璃钢复合材料轴压构杆稳定性分析[J]. 电力建设, 2011, 32 (9): 85- 89 WANG Hu-chang, HU Jian-min, ZHAO Xue-ling Stability analysis of axial compression component of FRP[J]. Electric Power Construction, 2011, 32 (9): 85- 89
doi: 10.3969/j.issn.1000-7229.2011.09.021
|
4 |
叶列平, 冯鹏 FRP在工程结构中的应用与发展[J]. 土木工程学报, 2006, 39 (3): 24- 36 YE Lie-ping, FENG Peng Applications and development of fiber-reinforced polymer in engineering structures[J]. China Civil Engineering Journal, 2006, 39 (3): 24- 36
doi: 10.3321/j.issn:1000-131X.2006.03.004
|
5 |
李喜来, 吴庆华, 吴海洋, 等 复合材料杆塔压杆稳定计算方法研究[J]. 特种结构, 2010, 27 (6): 1- 5 LI Xi-lai, WU Qing-hua, WU Hai-yang, et al Study on the stability calculation method of compressive member in composites pole tower[J]. Special Structures, 2010, 27 (6): 1- 5
doi: 10.3969/j.issn.1001-3598.2010.06.001
|
6 |
DAVIS J G. Compressive instability and strength of uniaxial filament-reinforced epoxy tubes [R]. Washington, D. C., US: NASA, 1970.
|
7 |
ZUREICK A, SCOTT D Short-term behavior and design of fiber-reinforced polymeric slender members under axial compression[J]. Journal of Composite for Construction-ASCE, 1997, 1 (4): 140- 149
doi: 10.1061/(ASCE)1090-0268(1997)1:4(140)
|
8 |
GOODMAN J W, GLIKSMAN J A. Structural evaluation of long boron composite columns [C]// Composite Materials: Testing and Design. West Conshohocken, PA, US: ASTM, 1969: 460-469.
|
9 |
PUENTE I, INSAUSTI A, AZKUNE M Buckling of GFRP columns: an empirical approach to design[J]. Journal of Composites for Construction-ASCE, 2006, 10 (6): 529- 537
doi: 10.1061/(ASCE)1090-0268(2006)10:6(529)
|
10 |
ZHAN Y, WU G Determination of critical loads for global buckling of axially loaded pultruded fiber-reinforced polymer members with doubly symmetric cross sections[J]. Advances in Structural Engineering, 2018, 21 (12): 1911- 1922
doi: 10.1177/1369433218759572
|
11 |
SZALAI J, PAPP F On the theoretical background of the generalization of Ayrton-Perry type resistance formulas[J]. Journal of Constructional Steel Research, 2010, (66): 670- 679
|
12 |
SZALAI J Complete generalization of the Ayrton-Perry formula for beam-column buckling problems[J]. Engineering Structures, 2017, (153): 205- 223
|
13 |
ZHAN Y, WU G, HARRIES K A Determination of critical load for global flexural buckling in concentrically loaded pultruded FRP structural struts[J]. Engineering Structures, 2018, (158): 1- 12
|
14 |
钱鹏, 冯鹏, 叶列平 GFRP管轴心受压性能的试验研究[J]. 天津大学学报, 2007, 40 (1): 19- 23 QIAN Peng, FENG Peng, YE Lie-ping Experimental study on GFRP pipes under axial compression[J]. Journal of Tianjin University, 2007, 40 (1): 19- 23
|
15 |
侯炜, 张兴虎, 冯海潮 GFRP轴心受压构件的稳定性能[J]. 建筑材料学报, 2010, 13 (4): 441- 445 HOU Wei, ZHANG Xing-hu, FENG Hai-chao Stability of axial compression members of glass fiber-reinforced plastic (GFRP)[J]. Journal of Building Materials, 2010, 13 (4): 441- 445
doi: 10.3969/j.issn.1007-9629.2010.04.005
|
16 |
BARBERO E, TOMBLIN J A phenomenological design equation for FRP columns with interaction between local and global buckling[J]. Thin-Walled Structures, 1994, 18 (2): 117- 131
doi: 10.1016/0263-8231(94)90013-2
|
17 |
CARDOSO D C T, HARRIES K A, BATISTA E D M Compressive strength equation for GFRP square tube columns[J]. Composites Part B: Engineering, 2014, 59: 1- 11
|
18 |
BLAAUWENDRAAD J Timoshenko beam-column buckling. does Dario stand the test?[J]. Engineering Structures, 2008, 30 (11): 3389- 3393
doi: 10.1016/j.engstruct.2008.09.010
|
19 |
童根树. 钢结构的平面内稳定[M]. 北京: 中国建筑工业出版社, 2015.
|
20 |
定向纤维增强聚合物基复合材料拉伸性能试验方法: GB/T 3354—2014 [S]. 北京: 中国标准出版社, 2014.
|
21 |
单向纤维增强塑料平板压缩性能试验方法: GB/T 3856—2005 [S]. 北京: 中国标准出版社, 2005.
|
22 |
TSAI S W, WU E M A general theory of strength for anisotropic materials[J]. Journal of Composite Materials, 1971, 5 (1): 58- 80
doi: 10.1177/002199837100500106
|
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|