NUMERICAL ANALYSIS OF REINFORCEMENT FOR A CRACKED MASONRY CHIMNEY

Zhang Hongliang; Liu Bo; Li Zenong; Wang Qun

doi:10.13204/j.gyjz200710029

Volume 37 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(10): 108-111

Zhang Hongliang, Liu Bo, Li Zenong, Wang Qun. NUMERICAL ANALYSIS OF REINFORCEMENT FOR A CRACKED MASONRY CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 108-111. doi: 10.13204/j.gyjz200710029

Citation:

Zhang Hongliang, Liu Bo, Li Zenong, Wang Qun. NUMERICAL ANALYSIS OF REINFORCEMENT FOR A CRACKED MASONRY CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 108-111. doi: 10.13204/j.gyjz200710029

Zhang Hongliang, Liu Bo, Li Zenong, Wang Qun. NUMERICAL ANALYSIS OF REINFORCEMENT FOR A CRACKED MASONRY CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 108-111. doi: 10.13204/j.gyjz200710029

Citation:

Zhang Hongliang, Liu Bo, Li Zenong, Wang Qun. NUMERICAL ANALYSIS OF REINFORCEMENT FOR A CRACKED MASONRY CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 108-111. doi: 10.13204/j.gyjz200710029

PDF( 0 KB)

NUMERICAL ANALYSIS OF REINFORCEMENT FOR A CRACKED MASONRY CHIMNEY

doi: 10.13204/j.gyjz200710029

1.
1. College of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing) Beijing 100083;
2.
2. Tiandi Jincaotian(Beijing) Technology Co.,Ltd.Beijing 100013

Received Date: 2007-02-10
Publish Date: 2007-10-20

Abstract

Abstract

Currently the condition of a chimney can' t satisfies the normal usage and request of durability but also possiblythreatens structure' s safety. It is studied the reliability and reinforcementtechnique for it. In light of usage condition and theresult of calculation and analysis, the reason for chimney impairment and defect are analyzed. It is also made an evaluationof the chimney' s reliability.Aiming at the problem of the chimney, it is established the feasible maintenance andreinforcement scheme. Finally, it is carried out a thermodynamical analysis of the effect of the reinforcement by ANSYS.The evaluation of chimney reliability is made.
- chimney,
- reliability,
- numerical analysis,
- reinforcement

FullText(HTML)

References(10)

References

.王铁梦. 工程结构裂缝控制. 北京: 中国建筑工业出版社, 1997

. 叶甲淳, 金伟良, 邹道勤. 有限元计算砌体结构温度效应时的参数取值. 建筑结构, 2003 (4): 8-11

.Vickery B J. Wind Loads and DesignCriteria for Chimneys. Wind Effectson Buidings and Structures, 1998

.范江民. 宝钢环形炉烟囱结构可靠性分析和加固技术研究: [ 硕士学位论文]. 西安: 西安建筑科技大学,2003

.吴锐. 已有钢筋混凝土烟囱开洞改造技术研究: [ 硕士学位论文]. 北京: 冶金部建筑研究总院,1996

.杨威, 程华, 陈高瞻. 某公司 60m 烟囱裂缝分析及碳纤维加固. 四川建筑科学研究, 2003(12 )

.王锋, 张艳梅, 吴平. 钢筋混凝土烟囱筒身可靠性鉴定与加固. 低温建筑技术, 2003 (5)

.Liu Lixin, Law K S, Louis L L. Concrete Structural Fundamentals.Wuhan: Wuhan University of Technology Press, 2004

.马永芹. 土木工程特种结构. 北京: 高等教育出版社, 2005

.SaeedMoaveni. 有限元分析 ANSYS 理论与应用. 北京: 电子工业出版社, 2003

Relative Articles

[1]	LYU Zhilin, JIANG Xu, QIANG Xuhong, SUN Kai, DONG Hao. Feasibility Research on Strengthening Damaged Steel Structure with Self-Stress SMA[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 174-182. doi: 10.13204/j.gyjzG20100301
[2]	JIN Xin, HUANG Dong-mei, YAO Ming-zhi, LI Xiao-han. Investigation of Influence of Fishscale Cladding and Aerodynamic Interference on Wind Load and Wind-Induced Response of a Chimney[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 178-185. doi: 10.13204/j.gyjzg21091006
[3]	GUO Jian, HU Chengjie, LI Song, ZHU Minjun. NUMERICAL SIMULATION AND ANALYSIS OF STRONG WIND CLIMBING EFFECT ON ISLAND TERRAIN[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 93-98. doi: 10.13204/j.gyjzG1907130005
[4]	Tian E Li Yi Yang Zhengjun Shao Xinyu Peng Pai, . REINFORCEMENT SIMULATION ANALYSIS AND MONITORING TECHNIQUE OF LOADED STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 176-180. doi: 10.13204/j.gyjz201507035
[5]	Zhan Zhongguo, Yan Kecheng, Yan Wenping. ANALYSIS AND RESEARCH ON REPAIR AND REINFORCEMENT OF ULTRA-DEEP MINE VERTICAL SHAFT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 173-176. doi: 10.13204/j.gyjz201403034
[6]	Li Xiaowen, Bian Ruiping, Yuan Longfei, Yin Lei. CALCULATION METHOD OF THE TEMPERATURE STRESS OF REINFORCED CONCRETE CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 82-85. doi: 10.13204/j.gyjz201304017
[7]	Nie Shidong, Dai Guoxin, Xiong Gang, Zhang Weifu, Sun Xiaohua, Feng Weiqi. RELIABILITY ANALYSIS OF CAST STEEL JOINT OF CHONGQING JIANGBEI AIRPORT AND IMPLEMENTATION OF RESPONSE SURFACE METHOD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 104-108. doi: 10.13204/j.gyjz201212022
[8]	Ding Yahong, Hao Huimin. RELIABILITY ANALYSIS OF RC CONCRETE BEAMS STRENGTHENED WITH NSM CFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 140-144. doi: 10.13204/j.gyjz201211030
[9]	Li Xiaorun, Yang Chunfeng, Li Weinan, Wu Changdong. DESIGN FOR STEEL-CONCRETE COMPOSITE FREE-STANDING CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 143-146,127. doi: 10.13204/j.gyjz201203030
[10]	Zhang Shi-qian, Chen Zong-ping, Xu Jin-jun, Wang Ni. RESEARCH ON THE BEARING CAPACITY AND REINFORCEMENT METHOD OF IN-SERVICE DAMAGED BRICK CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 153-158,100. doi: 10.13204/j.gyjz201210032
[11]	He Tiansen, Chao Si, Zhang Xiaoguang, Huang Tao. REINFORCEMENT DESIGN OF CHIMNEY OF NANSHI POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 123-128. doi: 10.13204/j.gyjz201110029
[12]	Ji Maowei, Gao Yongtao, Cheng Ziqiao, Wu Shunchuan, Liu Yang. NUMERICAL SIMULATION ON THE REINFORCING EFFECT OF THE TOP-EXTEBDED CFG PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 73-77,115. doi: 10.13204/j.gyjz201001019
[13]	Zhang Guangtai, Liu Qing, Wang Kexin. BENDING TESTS AND NUMERICAL ANALYSIS OF CFRP STRENGTHENED RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 80-83. doi: 10.13204/j.gyjz200908021
[14]	Xiao Weibing, Xu Dexin, Chen Yueqing, Cheng Xiaoyan. DISCUSSION ON REMAINING SERVICE LIFE OF CONCRETE BRIDGE BEFORE AND AFTER STRENGTHENING BASED ON ASSESSMENT OF DURABILITY CLASS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 84-88. doi: 10.13204/j.gyjz200905018
[15]	Xue Ping, Zhang Jianjun, Lu Lu. THE SUMMARY OF THE DEVELOPMENT AND APPRAISAL OF RELIABILITY OF BUILDING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 110-113. doi: 10.13204/j.gyjz200909024
[16]	Bu Liangtao, Peng Chao, Gao Wei. DESIGN AND CONSTRUCTION OF SELF COMPACTING CONCRETE IN REINFORCING A 130m HIGH RC SMOKESTACK[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 113-116. doi: 10.13204/j.gyjz200806029
[17]	Xie Huali, Zhang Peng, Dong Shier, Ruan Shangzhi, Li Zongxin. FE ANALYSIS OF RESIDUAL STRENGTH OF CORRODED STEEL CHIMNEY AND RESEARCH ON REINFORCEMENT MEASURES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 116-119. doi: 10.13204/j.gyjz200807029
[18]	Zhou Hongbo, . NUMERICAL SIMULATION OF LONG-TERM SETTLEMENT OF PILE FOUNDATION CONSIDERING CONSOLIDATION AND RHEOLOGICAL PROPERTIES OF SOILS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 76-82,97. doi: 10.13204/j.gyjz200611019
[19]	Zhang Zengdang, Chen Shuifu. WIND-INDUCED VIBRATION RESPONSE ANALYSIS AND STRUCTURAL SCHEME APPRAISAL FOR A THREE-PIPE RC CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 37-39. doi: 10.13204/j.gyjz200405012
[20]	Zhang Junzhi, Su Xiaozu. SYSTEM RELIABILITY ANALYSIS OF UNBONDED PARTIALLY PRESTRESSED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 36-38. doi: 10.13204/j.gyjz200401010