A SUMMARY OF RESEARCH STATUS ON THE DETECTION MOTHODS OF PRESTRESSED CONCRETE BEAMS

Zhang Yaoting; Cai Lijian; Zhang Changpao; Li Ruige

doi:10.13204/j.gyjz200511025

Volume 35 Issue 11

Dec. 2014

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Zhang Yaoting, Cai Lijian, Zhang Changpao, Li Ruige. A SUMMARY OF RESEARCH STATUS ON THE DETECTION MOTHODS OF PRESTRESSED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 84-87,83. doi: 10.13204/j.gyjz200511025

Citation:

Zhang Yaoting, Cai Lijian, Zhang Changpao, Li Ruige. A SUMMARY OF RESEARCH STATUS ON THE DETECTION MOTHODS OF PRESTRESSED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 84-87,83. doi: 10.13204/j.gyjz200511025

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A SUMMARY OF RESEARCH STATUS ON THE DETECTION MOTHODS OF PRESTRESSED CONCRETE BEAMS

doi: 10.13204/j.gyjz200511025

1.
School of Civil Engineering and Mechanics,Huazhong University of Science and Technology Wuhan 430074

Received Date: 2005-04-26
Publish Date: 2005-11-20

Abstract

Abstract

Starting from the current application and research status of prestressed concrete beams, it was introduced that the techniques, methods and problems of detecting and evaluating the stress of concrete and prestressing tendons of prestressed structure completely, then it was also presented the reasons for adopting multiple detecting technologies and developing new dynamic nondestructive detection technologies rapidly to detect the stress of prestressing tendons.
- prestressed concrete beams, prestressing tendons, stress state, dynamic detection,

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References(33)

References

Lin T Y, Burns H. Design of Prestressed Concrete Structures. 3d ed. New York:John Wiley Sone,1981.1～16

[2] 吕志涛.新世纪我国土木工程活动与预应力技术的展望.东南大学学报,2002,32(3):457～459

[3] 刘伯明,王邦楣.桥梁工程检测手册.北京:人民交通出版社,2002.380～395

[4] 李国强,李杰.工程结构动检测理论与应用.北京:科学出版社,2002.1～21

[5] 张耀庭,邱继生,黄恒卫.体外预应力梁的研究现状综述.华中科技大学学报(城市科学版),2002,19(4):86～91

[6] 吕大刚,王光远.结构智能健康诊断的信息融合原理.哈尔滨建筑大学学报,2002,35(4):1～4

[7] Hall D L, Linas J. An Introduction to Multi-Sensor Dato Fusion. Proc. IEEE,1997,85(1):6～23

[8] Karim Hariri,Alex Holst,Wichmann Hans-Joachim, et al. Assessment of the State of Condition of Prestressed Concrete Structures with Innovative Measurement Techniques. Structure Health Monitoring,2003,2(2):179～185

[9] 吴慧敏.结构混凝土现场检测新技术.长沙:湖南大学出版社,1998.1～20

[10] Abdel M M, Wehab, G De Roeck. Damage Detection in Bridge Using Model Cuivatures: Application to a Real Damage Scenario.Journal of Sound and Vibriation,1999,226(2):217～235

[11] Guido De Roeck. The State-of-the-Art Damage Detection by Vibration Monitoring: the SIMCES Experience. Journal of Structure Control,2003,10:127～134

[12] Yang J N,Lei Y, Lin S, et al. Hilbert-Huang Based Approach for Structural Damage Detection. ASCE,Journal of Engineering Mechanics,2004,130(1):85～95

[13] Kim Jeong-Tae, Ryu Yem-Sun, Cho Hyum-Man, et al. Damage Identification in Beam-Type Structures:Frequency-Based Method Vs Mode-Shape-Based Method. Engineering Structure,2003,25:57～67

[14] Moises A Abraham, Sooyong Park, Norris Stubbs. Loss of Prestress Prediction Based on Nondestructive Damage Location Algorithms. ASCE,Proc.SPIE Int. Soc. Opt.Eng,1995,2446:60～67

[15] Kim Jeong-Tae, Ryu Yeon-Sun, Yun Chung-Bang. Vibration-Based Method to Detect Prestress-Loss in Beam-Type Bridges. ASCE, Prec.of SPIE,2003,5057:56～559

[16] Vimalanandam V, Sai Babu S, Sreenath H G, et al. Estimation of Residual Prestress in Uninstrumented Prestressed Concrete Srtuctures Using SSRHT in Wires. Indian Concrete Journal,2000,74(11):631～636

[17] 潘景龙.混凝土结构性能评定和检测.哈尔滨:黑龙江科学技术出版社,1997.5～20

[18] 杨勇,王灿,朱新实.既有桥梁结构混凝土现存应力测量和分析.同济大学学报(自然科学版),1999,27(2):198～202

[19] Arupk Maji,Lhosvany Negret. Smart Prestressing with Shape-Memory Alloy. ASCE,J,Engrg.Mech,1998,124(10):1 121～1 128

[20] Timothy J Fowler,Luis Q Yepez,Charles A Bames. Acoustic Emission Monitoring of Reinforced and Prestressed Concrete Structures. ASCE,SPIE,2004:281～298

[21] 龚维明,章丛俊,刘郁馨.预应力长期损失的灰色预测.南京建筑工程学院学报,1996(1):5～9

[22] Sreinberg,Eric P. Probabilisstic Assessment of Prestress Loss in Pretensioned Prestressed Concrete. PCI Journal, 1995,40(6):76～85

[23] Kim Sang-Hyo, Yoon Chongyul, Kim Byoung-Jin. Structural Monitoring System Based on Sensitivity Analysis and a Neural Network. Computer-Aided Civil and Infrastructure Engineering,ASCE,2000(15):309～318

[24] Jeng Chyuan-Hwan, M YL Mo.Quick Seismic Response Estimation of Prestressed Concrete Bridges Using Artifical Neural Networks. ASCE, Journal of Computing in Civil Engineering,2004(10):360～369

[25] Roger H L Chen, Komwut Wissawapaisal. An Ultrasonic Method for Measuring Tensile Forces in a Sever-Wire Prestressing Strand.Review of Quantitative Nondestructive Evaluation,2002,21:1 295～1 301

[26] Saiidi M, Douglas B, Feng S. Prestress Force Effect on Vibration Frequency of Concrete Bridges. Journal of Structural Engineering,1994,120(7):2 233～2 241

[27] Miyamoto Ayaho, Nakamura Kei, Nakamura Hideaki. Bridge Management System and Maintenance Optimization for Existing Bridges. Computer-Aided Civil and Infrastructure Engineering, 2000(15):45～55

[28] Kim B H, Stubbs N, Sikorsky C. Local Detection Using Incomplete Modal Data. Proceedings of SPIE--The International Society for Capical Engineering,2002:435～441

[29] Kim J T, Stubbs N. Improved Damage Identification Method Based on Modal Information. Journal of Sound and Vibration, 2002,252(2):223～238

[30] Obrezanova O, Movchan A B, Villis J R. Dynamic Stability of a Propagating Crack. Journal of the Mechanics and Physics of Solids,2002,50(12):2 637～2 668

[31] Sofi Alba, Borino Guido, Muscolino Giuseppe. Dynamic Analysis of Prestressed Cables with Uncertain Pretension. Universita di Palermo, Dipto. di lngegneria Strutturale,90128,Palermo,Italy:2002,37(1/2):67～84

[32] Fang Youliang, Yan Guiping, Huang Yan, et al. Active Sesmic Response Robustness Control of Cable-Stayed-Suspension Bridges. Progress in Safety Science and Technology,Part A,Conference Article,2002(3):513～518

[33] Tsui Eddy K,Thoma Russell. Real-Time Multi-Sensor Data Fusion for Target Detection, Classification, Tracking, Counting and Range Estimates. Proceedings of SPIE--the International Society for Optical Engineering,2004,5415(2):811～821

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