APPLICATION OF FE METHOD IN TEMPERATURE CONTROL DURING CONSTRUCTION OF MASS CONCRETE RAFT FOUNDATIONS

Zhang Zhong; Zhang Tao

doi:10.13204/j.gyjz201001007

Volume 40 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(1): 21-23

ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025

Citation:

Zhang Zhong, Zhang Tao. APPLICATION OF FE METHOD IN TEMPERATURE CONTROL DURING CONSTRUCTION OF MASS CONCRETE RAFT FOUNDATIONS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 21-23. doi: 10.13204/j.gyjz201001007

Citation:

PDF( 0 KB)

APPLICATION OF FE METHOD IN TEMPERATURE CONTROL DURING CONSTRUCTION OF MASS CONCRETE RAFT FOUNDATIONS

doi: 10.13204/j.gyjz201001007

1.
MCC Central Research Institute of Building and Construction Co.Ltd,Beijing 100088,China

Received Date: 2009-09-07
Publish Date: 2010-01-20

Abstract

Abstract

Current professional standard YBJ 22491 Technical Regulation of Mass Concrete Construction of Block Foundations doesn't account of conservation indicator calculation of mass concrete by finite element technique in construction.In order to adapt promulgation of the new GB/J 504962009 Technical Specification of Mass Concrete Construction and application of the finite element method,this paper attempts estimation of curing indexes by finite element method and accomplish successfully to guide the construction of a raft foundation.Through analysing theoretical value and measured value,the finite element method for guiding construction is feasible and preponderant.All these can provide a theoretic basis and practical evidences for the publication of the new specifications.
- finite element method,
- curing indexes,
- temperature monitor,
- mass concrete,
- raft foundation

FullText(HTML)

References(12)

References

YBJ 22491块体基础大体积混凝土施工技术规程[S].

[2] 张忠,张心斌. CPR1000核电站基础多层整体浇筑可行性有限元分析[J].工业建筑,2009,39(10):102-104.

[3] 魏建国,张忠,张心斌.核电站筏基大体积混凝土温控监测及仿真分析[J].工业建筑,2008,38(增刊):1033-1035.

[4] 张忠,张心斌.混凝土无约束监测装置研制及应用研究[J].安徽建筑工业学院学报,2009(4):4-7.

[5] 张忠,张心斌.《大体积混凝土施工技术规范》(送审稿)中有限单元法在某核电站筏基施工裂缝控制中的应用[J].工业建筑,2008,38(增刊):208-214.

[6] GB 504962009大体积混凝土施工规范[S].

[7] GB 502042002混凝土结构工程施工质量验收规范[S].

[8] 王铁梦.工程结构裂缝控制[M].北京:中国建筑工业出版社,2007.

[9] 朱伯芳.大体积混凝土温度应力与温度控制[M].北京:中国电力出版社,2003:1-738.

[10] 王润富,陈国荣.温度场和温度应力[M].北京:科学出版社,2005:1-176.

[11] 郝文化,叶裕明,刘春山,等. ANSYS土木工程应用实例[M].北京:中国水利水电出版社,2005:75-82.

[12] 刘涛,杨凤鹏.精通 ANSYS[M].北京:清华大学出版社,2001:345-368.

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]	YU Haiyang, HU Ju, ZHANG Guiyan, HUANG Yujun, ZHU Guofei, CUI Hongzhi, BAO Xiaohua. Research on Seismic Responses of Underground Structures Considering Influence of Contact Surfaces[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 156-165. doi: 10.13204/j.gyjzG21090402
[3]	ZHOU Zhiguang, CHEN Hao, ZHAO Jinyi. Study on Shaking Table Test of Nuclear Structure Considering SSI Effect and Isolation[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 87-92. doi: 10.13204/j.gyjzG19100102
[4]	YAN Xiaoyu, ZHAO Zhuo, WANG Jin. Research on Near-Fault Seismic Response of Rigid Frame Bridge Based on Shaking Table Test Considering SSI Effect[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 140-146. doi: 10.13204/j.gyjzG21102801
[5]	MENG, Shaoping, CAI, Xiaoning. RESEARCH PROGRESS ON PRESTRESSED SELF-RESETTING CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 1-6. doi: 10.13204/j.gyjz202001001
[6]	SHU Xingping, HUANG Muxing, XIANG Mengjie. EXPERIMENTAL RESEARCH ON LATERAL COMPRESSIVE PROPERTIES FOR THE STRUCTURE OF STAINLESS STEEL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 17-23. doi: 10.13204/j.gyjz202002003
[7]	Chen Anying, Guo Zhengxing, Wu Lei. EXPERIMENTAL RESEARCH ON STRUCTURAL MECHANICAL PERFORMANCE OF PIN-DISK TYPE STEEL TUBE SUPPORTING FRAME[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 140-145. doi: 10.13204/j.gyjz201410028
[8]	Li Furong, Zhou Qian, Wu Fahong. EXPERIMENTAL STUDY ON PRECAST SELF-DRAINING PILE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 96-100. doi: 10.13204/j.gyjz201309018
[9]	Wang Bin, Zheng Shansuo, Zhou Xuefeng. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 21-24,40. doi: 10.13204/j.gyjz201212006
[10]	Shi Gang, Ban Huiyong, Shi Yongjiu, Wang Yuanqing. ENGINEERING APPLICATION AND RECENT RESEARCH PROGRESS ON HIGH STRENGTH STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 1-7,61. doi: 10.13204/j.gyjz201201001
[11]	Qin Peicheng, Zha Xiaoxiong. THEORY AND EXPERIMENT STUDY ON THE FATIGUE BEHAVIOR OF METAL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 42-45. doi: 10.13204/j.gyjz201103007
[12]	Zhang Xuchen, Zha Xiaoxiong. EXPERIMENTAL RESEARCH ON MECHANICAL BEHAVIOR OF NEW GREEN STRUCTURAL INSULATED PANELS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 1-5,45. doi: 10.13204/j.gyjz201103001
[13]	Zhao Fenghua, Du Jianming. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CS SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 120-124. doi: 10.13204/j.gyjz201009030
[14]	Zeng Bin, LüZhitao, Zhu Yifeng. APPLICATION OF THE MAST FULL HINGED SUSPENSION STRUCTURE IN JILIN SPEED SKATING RINK[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 86-89. doi: 10.13204/j.gyjz200911020
[15]	Liu Hang, Zhu Xiaofeng, Li Chenguang, Liu Chongyan, Zuo Yongzhi, Shi Gang. TEST & ANALYSIS OF IN-PLANE FLEXURAL BEHAVIORS OF STRENGTHENED GLASS RIBS FOR ALL-GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 113-117. doi: 10.13204/j.gyjz200911026
[16]	Jiang Lixue. EXPERIMENTAL STUDY ON STRUCTURAL BEHAVIOR OF R/C CONTINUOUS BEAMS WITH CAST-IN-SITU SLABS UNDER VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 62-67. doi: 10.13204/j.gyjz200911015
[17]	Luo Ting, Li Tingting, Hou Wei, Gao Zhiwei, Wang Qingxiang. TEST VALIDATING OF UH MODEL FOR OVER-CONSOLIDATED CLAYS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 21-24. doi: 10.13204/j.gyjz200808006
[18]	Li Chengyu, Guo Yaojie, Li Meidong. EXPERIMENTAL RESEARCH ON THE JOINT STIFFNESS OF CFT_STEEL BEAM SPACE JOINT WITH OUTER CONCENTRIC ANNULAR_STIFFER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 81-83,110.
[19]	Bao Hua, Xu Lihua, Xu Shuping, Zhou You. INFLUENCE OF SOIL-STRUCTURE DYNAMIC INTERACTION ON SEISMIC RESPONSES OF BASE-ISOLATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 75-81. doi: 10.13204/j.gyjz200508019
[20]	Tang Gan, Ma Jun, Zhao Caiqi, Zhao Huilin. ADVANCED STOCHASTIC IMPERFECTIONS METHOD FOR STABILITY ANALYSIS OF SHEET SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 10-13. doi: 10.13204/j.gyjz200411003