THE FATIGUE PROPERTIES OF PRE-STRESSED CONCRETE STRUCTURE UNDER THE CONDITIONS OF FREEZE-THAW CYCLE

Liu Ronggui; Fu Kai; Yan Tingcheng

doi:10.13204/j.gyjz200811018

Volume 38 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(11): 75-78

YANG Wei. Research on Mechanical Properties of Multi-point Integral Lifting Process of LNG Storage Tank[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 116-121. doi: 10.13204/j.gyjzG21101903

Citation:

Liu Ronggui, Fu Kai, Yan Tingcheng. THE FATIGUE PROPERTIES OF PRE-STRESSED CONCRETE STRUCTURE UNDER THE CONDITIONS OF FREEZE-THAW CYCLE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 75-78. doi: 10.13204/j.gyjz200811018

YANG Wei. Research on Mechanical Properties of Multi-point Integral Lifting Process of LNG Storage Tank[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 116-121. doi: 10.13204/j.gyjzG21101903

Citation:

PDF( 0 KB)

THE FATIGUE PROPERTIES OF PRE-STRESSED CONCRETE STRUCTURE UNDER THE CONDITIONS OF FREEZE-THAW CYCLE

doi: 10.13204/j.gyjz200811018

1.
Faculty of Science,Jiangsu University Zhenjiang 212013

Received Date: 2007-09-14
Publish Date: 2008-11-20

Abstract

Abstract

The fatigue damage properties of pre-stressed concrete specimen were analyzed under the conditions of different number of freeze-thaw cycle.The first-order fatigue load was applied to the concrete structures in the wake of freeze-thaw cycles.Based on the multi-level loading fatigue theory,taking the decay of a relative dynamic elastic modulus as the parameters to set up a multifatigue damage parameter,and using freeze-thaw damage factor k_n to express the effect of the freeze-thaw damage,thus a model of fatigue damage to concrete structures subjected to freeze-thaw cycles was established.The model takes account of the whole specimen injury.The tests show that the error between the calculated damage degree value by the model and that of the test is 16 percent.
- pre-stressed concrete structure,
- freeze-thaw cycles,
- fatigue damage,
- damage model

FullText(HTML)

References(9)

References

邓正刚,李金玉,曹建国,等.安全性抗冻混凝土技术条件国内外概况综述//重点工程混凝土耐久性的研究与工程应用.北京:中国建材出版社,2000

[2] Marco S M,Starkey W J.A Concept of Fatigue Damage.Trans ASME,1954(76):627-632

[3] Lemaitre J,Chaboche J L.Mechanics of Solid Materials.New York,NY,USA:Cambridge University Press,1990

[4] 卢树圣.现代预应力混凝土理论与应用.北京:中国铁道出版社,2000

[5] 刘荣桂,付凯,颜庭成.基于损伤理论的预应力混凝土冻融破坏研究.混凝土,2007(1):1-3

[6] 吴兴昊.受冻融循环作用混凝土耐久性劣化过程的研究:[硕士学位论文].武汉:华中科技大学,2002

[7] 吴佩刚,赵光仪,白利明.高强混凝土抗压疲劳性能研究.土木工程学报,1994(6):33-40

[8] 王瑞敏.混凝土结构的疲劳性能研究:[博士学位论文].大连:大连理工大学,1989

[9] 宋玉普.混凝土结构的疲劳性能及设计原理.北京:机械工业出版社,2006

Relative Articles

[1]	HUA Qinchun, WANG Xiuli, WANG Kang, WANG Jinzhou, LI Yanyan, LI Chunlong. Progressive Collapse Analysis and Construction Process Monitoring for Long-Span Retractable Structures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 90-98. doi: 10.3724/j.gyjzG23102005
[2]	LI Weidong, ZHANG Tiantian, LIU Meixia. Policy Simulations of the Prefabricated Building Industry and Evaluations of Benefits for Energy Conservation and Emission Reduction Based on System Dynamics[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 196-205. doi: 10.13204/j.gyjzG20102903
[3]	SUN Xin, WANG Junjie, ZHAO Yong, WANG Wei. Numerical Analysis of Joint of Composite Beam and Rectangular Steel Tube Under Progressive Collapse Condition[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 140-146. doi: 10.13204/j.gyjzG20100803
[4]	WANG Bo, XU Qiang, TIAN Qinhu, HAN Xie, WANG Zhihai. ANALYSIS ON COLLAPSE VULNERABILITY OF BRB STEEL FRAMES BASED ON COMPONENT DAMAGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 85-90. doi: 10.13204/j.gyjzG20071204
[8]	Zhu Zhijun Zhang Qing Tan Yongqiang Zhou Xiangjiang, . RESEARCH ON EQUIVALENT ANALYSIS OF TRUSS BEAMS OF PREFABRICATED STEEL FRAME STRUCTURE WITH DIAGONAL BRACING JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 24-30. doi: 10.13204/j.gyjz201510005
[9]	Shu Xingping Zhao Kai Yuan Zhishen Lu Beirong, . RESEARCH ON THE INFLUENCE OF VERTICAL DEFORMATIONS IN CONSTRUCTION SIMULATION OF PREFABRICATED STEEL FRAME STRUCTURE WITH INCLINED SUPPORT JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 42-47. doi: 10.13204/j.gyjz201510008
[10]	Shu Xingping Liu Sanling Yao Yao, . CONSTRUCTION PROCESS THERMAL EFFECT ANALYSIS OF A PREFABRICATED STEEL FRAME STRUCTURE WITH INCLINED SUPPORT JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 48-52. doi: 10.13204/j.gyjz201510009
[11]	Shu Xingping Liu Zelong Lu Beirong Yao Yao, . NONLINEAR DYNAMIC ELASTO-PLASTIC TIME HISTORY ANALYSIS OF PREFABRICATED STEEL FRAME STRUCTURE WITH INCLINED SUPPORT JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 1-6. doi: 10.13204/j.gyjz201510001
[12]	Shu Xingping Zhang Wenxian Lu Beirong, . PUSHOVER ANALYSIS OF PREFABRICATED STEEL FRAME STRUCTURE WITH INCLINED SUPPORT JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 7-12. doi: 10.13204/j.gyjz201510002
[13]	Liu Renjie, Xue Suduo, Li Xiongyan, Sun Guojun. DYNAMIC RESPONSE ANALYSIS UNDER LOCAL DAMAGE OF CABLE OR ROD IN THE ANNULAR CROSSED CABLE-TRUSS STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 32-35. doi: 10.13204/j.gyjz201501006
[14]	Zhang Ailin, Ma Jing, Liu Xuechun. EXPERIMENT STUDIES ON BEARING CAPACITY OF PREFABRICATED STEEL FRAME WITH INCLINED BRACES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 10-13.
[15]	Wang Lai, Ma Yang, Qiu Jing. PROGRESSIVE COLLAPSE ANALYSIS OF STEEL FRAME STRUCTURE WITH COMPOSITE FLOOR SLAB TWO-WAY TENSION MODEL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 159-163. doi: 10.13204/j.gyjz2001407033
[16]	Zhang Yang, Fan Shengjun, Li Huimin. RESEARCH ON ASSESSMENT INDEX SYSTEM FOR THE GREEN REGENERATION OF OLD INDUSTRIAL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 56-59.
[17]	Cai Jianguo, Wang Fenglan, Feng Jian, Zhang Jin. REVIEW OF THE KEY ELEMENT FOR PROGRESSIVE COLLAPSE OF STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 85-89. doi: 10.13204/j.gyjz201110021
[18]	Cai Jianguo, Wang Fenglan, Feng Jian, Han Yunlong. CONCEPT DESIGN OF PROGRESSIVE COLLAPSE OF STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 74-77. doi: 10.13204/j.gyjz201102019
[19]	Peng Xiaoyun. A CONCEPT OF SYSTEMATICAL EVALUATION FOR ENERGY EFFICIENCY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 31-32,35. doi: 10.13204/j.gyjz200404009

Supplements(0)

Cited By

Cited by

Periodical cited type(5)

1.	胡太伟. 装配式钢结构梁柱连接节点研究进展. 山西建筑. 2025(01): 46-50 .
2.	杨元强，刁延松，任义建，刘芸，刘秀丽. 带有摩擦耗能组件的可更换拼接连接节点抗震性能研究. 建筑钢结构进展. 2023(06): 22-34 .
3.	胡方鑫，陈鹏，潘建荣，王湛. 可更换屈曲约束耗能板的钢框架柱脚节点抗震性能试验研究. 建筑结构学报. 2023(S1): 112-119 .
4.	方树君，陈阳. 不同铰缝连接的高速公路装配式盖板涵结构力学性能分析. 交通世界. 2023(24): 145-147+153 .
5.	李九宏，吴时旭，何佳伟，李玉顺. 钢-竹组合梁柱节点抗震性能的有限元模拟方法研究. 建筑结构学报. 2021(S2): 152-159 .

Other cited types(6)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (100) PDF downloads(56)