- 摘 要
-
(同济大学土木工程防灾国家重点实验室,上海 200092)
[摘要]介绍了《工业循环水冷却设计规范》(GB/T50102—2003)和《火力发电厂水工设计规范》(DL/T5339—2006)中冷却塔静风局部稳定检算方法——屈曲临界应力状态的公式来源、试验背景以及参数取值原则等,便于设计研究人员正确理解和应用局部稳定检算公式。根据Mungan针对圆柱壳、双曲壳以及加劲双曲壳的一系列试验及与其他国家规范的比较,指出了现行规范中相关条款的缺陷,为规范条款的修订和完善提供了参考。
[关键词]双曲壳体冷却塔;规范;屈曲临界应力状态;局部稳定
中图分类号:TU33+2,TU271.1文献标识码:A文章编号:1002-848X(2011)03-0100-10
Origin of specifications about local buckling of hyperboloidal cooling towers in current codes
Zhang Junfeng, Ge Yaojun
(State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China)
Abstract:Buckling stress state (BSS) approach used for local buckling design of hyperboloidal cooling towers in GB/T 50102—2003 and DL/T5339—2006 was introduced, including the source of related formulas, background experiments, principles for parameter values and so on. As supplement for our codes, the introduction provided an effective approach for the understanding and application by researchers and designers. Based on the background experiments carried out by Mungan and comparison between other codes, the defects of related specifications in our current codes were pointed out and suggestion was provided for the revision and improvement of our current codes.
Keywords:hyperboloidal cooling tower; code; buckling stress state; local buckling
科技部重大科技项目(2008ZX06004-001),国家自然科学基金项目(50978203)。
作者简介:张军锋,博士研究生,Email: brilliantshine@163.com。
参考文献
[1]GB/T50102—2003工业循环水冷却设计规范[S]. 北京: 中国计划出版社, 2003.
[2]DL/T5339—2006火力发电厂水工设计规范[S]. 北京: 中国电力出版社, 2006.
[3]BS 4485 Part 4.Code of practice for structural design and construction-water cooling towers[S]. London: British Standard Institution, 1996.
[4]VGB-Guideline: Structural design of cooling towertechnical guideline for the structural design, computation and execution of cooling towers (VGB-R 610Ue)[S]. Essen: BTR Bautechnik bei Kühltürmen, 2005.
[5]DER T J, FIDLER R. A model study of the buckling behavior of hyperbolic shells[C]// Proceedings of the Institution of Civil Engineers, London, England, 1968, 41(1): 105-118.
[6]MUNGAN I. Buckling stress states of cylindrical shells[J]. Journal of the Structural Division, ASCE, 1974, 100(11): 2289-2306.
[7]MUNGAN I. Buckling stress states of hyperboloidal shells[J]. Journal of the Structural Division, ASCE, 1976, 102(10): 2005-2020.
[8]MUNGAN I. Buckling stresses of stiffened hyperboloidal shells[J]. Journal of the Structural Division, ASCE, 1979, 105(8): 1589-1604.
[9]MUNGAN I, LEHMKMPER O. Buckling of stiffened hyperboloidal cooling towers[J]. Journal of the Structural Division, ASCE, 1979, 105(10): 1999-2007.
[10]ALMANNAI A, BASAR Y, MUNGAN I. Basic aspects of buckling of cooling tower shells[J]. Journal of theStructural Division, ASCE, 1981, 107(3): 521-534.
[11]MUNGAN I. Buckling of reinforced concrete cooling tower shells: BSS approach[J]. ACI Structural Journal, 1982, 79(5): 387-391.
[12]ZERNA W, MUNGAN I. Windbuckling approach for RC cooling towers[J]. Journal of the Engineering Mechanics, 1983, 109(3): 836-848.
[13]COLE P P, ABEL J F, Billington D P. Buckling of coolingtower shells: state of theart[J]. Journal of the Structural Division, 1975, 101(6): 1185-1203.
[14]MEDWADOWSKI S J. Buckling of concrete shells: An overview[J]. Journal of the International Association for Shell and Spatial Structures, 2004, 45(1): 51-63.
[15]IASS. Recommendations for the design of hyperbolic or other similarly shaped cooling towers[C]//International Association for Shell and Spatial Structures, Working Group No. 3, Brussels, Belgium, 1977.
[16]IASS. Recommendations for the design of hyperbolic or other similarly shaped cooling towers[C]// International Association for Shell and Spatial Structures, Working Group No. 3, Spain, Madrid, 1979.
[17]ABEL J F, BILLINGTON D P, NAGY D A, et al. Buckling of cooling towers[J]. Journal of the Structural Division, 1982, 108(10): 2162-2174.
[18]同济大学土木工程防灾国家重点实验室. 浙江国华宁海电厂特大型冷却塔结构风洞试验研究报告[R]. 2006.
[19]同济大学土木工程防灾国家重点实验室. 印度TALWANDI煤电站冷却塔抗风抗震性能研究报告[R]. 2010.
[20]李鹏飞, 赵林, 葛耀君,等. 超大型冷却塔风荷载特性风洞试验研究[J]. 工程力学, 2008, 25(6): 60-67.