Relevant bibliographies by topics / Corroded pipelines

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Corroded pipelines'

Author: Grafiati
Published: 5 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Corroded pipelines"

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Hou, Xiangqin, Yihuan Wang, Peng Zhang, and Guojin Qin. "Non-Probabilistic Time-Varying Reliability-Based Analysis of Corroded Pipelines Considering the Interaction of Multiple Uncertainty Variables." Energies 12, no. 10 (2019): 1965. http://dx.doi.org/10.3390/en12101965.

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Reliability analysis of corroded pipelines is critical to the integrity and safe working of pipeline infrastructure. Aiming at less probability information is obtained for corrosion pipeline engineering, and the mechanical properties of pipeline with corrosion defects deteriorate caused by the accumulative effect of corrosion growth. Based on the quasi-static analysis method and non-probability theory, this paper presents a reliability model for assessing corroded pipelines with corrosion growth. In fact, reliability analysis of corroded pipelines needs to consider the interaction of multiple
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Zhang, Xiaotian, and Xingbing Xie. "Model for the Failure Prediction Mechanism of In-Service Pipelines Based on IoT Technology." Processes 12, no. 8 (2024): 1642. http://dx.doi.org/10.3390/pr12081642.

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With the rapid increase in pipeline mileage in China, the accurate prediction of corrosion issues in in-service pipelines has become crucial for ensuring safe pipeline operation. Traditional pipeline leakage monitoring methods are significantly limited by human factors and equipment precision, making it challenging to predict and identify leakage points accurately. Therefore, aligned with the trend of intelligent pipeline development, this study aims to construct a failure pressure prediction mechanism model for corroded pipelines based on IoT technology. This model leverages intelligent sensi
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Feng, Chunjian, Hang Wu, and Xin Li. "Buckling Analysis of Corroded Pipelines under Combined Axial Force and External Pressure." Metals 12, no. 2 (2022): 308. http://dx.doi.org/10.3390/met12020308.

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Affected by a complex environment, corrosion is a common defect in steel pipelines. Moreover, steel pipelines are subjected to large axial forces during their installation and operation. Corroded deep-sea steel pipelines are prone to local buckling under complex loads. Therefore, in view of this problem, the collapse response of corroded steel pipelines under the combined axial force and external pressure is analyzed in detail. First, a formula for evaluating the collapse pressure of corroded steel pipelines under external pressure and axial force is proposed. Then, the factors affecting the c
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Kim, Jong Choon, Do Jun Shim, Kang Ok Yoon, et al. "Development of Corroded Gas Pipeline Assessment Program Based on Limit Load Solution." Key Engineering Materials 297-300 (November 2005): 47–52. http://dx.doi.org/10.4028/www.scientific.net/kem.297-300.47.

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Pipelines have the highest capacity and are the safest and the least environmentally disruptive means for transmitting gas or oil. Recently, failures due to corrosion defects have become a major concern in maintaining pipeline integrity. A number of solutions have been developed for the assessment of remaining strength of corroded pipelines. In this paper, a Fitness-For-Purpose (FFP)type limit load solution for corroded city gas pipelines is proposed. For this purpose, a series of burst tests with various types of machined defects were performed. Finite element simulations were carried out to
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Li, An, Feng Jin, Yuan Li, et al. "A Reliability Assessment Method for Natural Gas Pipelines with Corroded Defects That Considers Detection Cycles." Energies 17, no. 14 (2024): 3366. http://dx.doi.org/10.3390/en17143366.

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With the development of natural gas pipelines, the proportion of aged pipelines in service has been increasing, and corrosion remains a primary cause of pipeline failure. Regular inspections and reliability assessments are crucial to ensure the safe operation of pipelines. This study investigated an efficient reliability assessment method for corroded pipelines that considers in-line inspection intervals. First, this study compared the commonly used limit state equations for corrosion defects to select one suitable for X80-grade steel pipelines. Additionally, a Tail-Fit Monte Carlo Simulation
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Zhang, Peng, Wei Liu, Siming Liu, Tian Xu, Yimiao Li, and Yunfei Huang. "Safety Analysis and Condition Assessment of Corroded Energy Pipelines under Landslide Disasters." Applied Sciences 13, no. 23 (2023): 12880. http://dx.doi.org/10.3390/app132312880.

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Corrosion poses a significant risk to the safety of energy pipelines, while landslide disasters emerge as the primary threat responsible for triggering pipeline failures across mountainous areas. To date, there is limited research focused on the safety of energy pipelines considering the synergistic effect of corrosion and landslides. The present study proposes a finite element (FE)-based model to assess the condition of corroded pipelines under landslides. The effects of corrosion dimensions (length and depth) and location are determined. A novel equation is finally developed to predict the m
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Sun, Li, Xin Shou Zhang, Qian Qian Sun, and Bo Wen Chen. "Study on Failure Pressure of Corroded Submarine Pipeline under Earthquake." Applied Mechanics and Materials 71-78 (July 2011): 1703–6. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.1703.

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Many marine oil pipelines are subject to varied degrees of corrosion, which gradually increases the leakage and fracture and other accidents. Because the marine pipelines are located in the complex environment and there are many forms of corrosion, the paper only studied parts of the corrosion. The finite element software was used to analyze the failure pressure of internal corroded pipeline under the earthquake, so as to provide the basis for appraisal of corroded marine pipeline.
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Nova, Andréa Raffaella Avelar Pimentel Vila, Juliana von Schmalz Torres, Silvana Maria Bastos Afonso, and Nadège Bouchonneau. "Challenges and perspectives for the analysis of corroded pipelines." OBSERVATÓRIO DE LA ECONOMÍA LATINOAMERICANA 23, no. 4 (2025): e9475. https://doi.org/10.55905/oelv23n4-038.

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Corrosion is one of the main degradation mechanisms that affect the use of pipelines to transport oil and gas efficiently. Therefore, this work provides a review of the study of art on corroded pipelines, focusing on the evaluation of recent approaches, identifying trends and applied methods. To this end, a study was carried out over the last thirteen years on corroded pipelines. Thus, it was possible to identify gaps in the literature such as: the generation of new defects and interactive defects need to be considered in the risk analysis; the impact that the use of this coating may have on t
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Wang, Xiaoqiang, Jun Li, Xiang Liu, and Chenxi Deng. "Theoretical Evaluation Methods for Remaining Strength of Seawater Pipelines with Corrosion Defects." Journal of Physics: Conference Series 2587, no. 1 (2023): 012078. http://dx.doi.org/10.1088/1742-6596/2587/1/012078.

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Abstract There are many theoretical evaluation methods for the remaining strength of corroded pipelines. In this paper, we focus on seawater pipelines with corrosion defects, and various theoretical evaluation results under different pipeline parameters and corrosion defect conditions were compared and analyzed by using commonly used theoretical evaluation methods. Meanwhile, the changes in corrosion defect length were studied, and the results of theoretical evaluation methods were compared with those of finite element methods. The use of evaluation methods for the remaining strength of corrod
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Radermacher, Ladislau, Cristian Rădeanu, and Ludovic Călcâi. "Behavior of Corroded Aboveground Pipes Subjected to Internal Pressure." Mining Revue 29, no. 3 (2023): 91–98. http://dx.doi.org/10.2478/minrv-2023-0027.

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Abstract Corrosion is accountable for numerous malfunctions and leakages in gas pipelines. In instances of external corrosion, due to the internal pressure within the pipes, stress concentrations can occur around the corroded areas. These, in the presence of cavities or cracks resulting from corrosion, may amplify the risk of pipeline failure. Consequently, as the wall thickness diminishes due to corrosion, the pipeline’s ability to withstand internal pressure declines. In the case of corrosion, the pressure at which a corroded pipe might collapse is significantly lower than that of an uncorro
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Dissertations / Theses on the topic "Corroded pipelines"

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Ossai, Chinedu Ishiodu. "Predictive modelling and reliability analysis of aged, corroded pipelines." Thesis, Curtin University, 2016. http://hdl.handle.net/20.500.11937/2561.

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Pipeline corrosion is a major challenge facing many oil and gas industries today because of the enormous downtime associated with corrosion related failures. This research utilized field data for modelling the reliability of aged corroded pipelines via probabilistic-based modelling techniques that included Markov decision process. The models developed from this work have been used for estimating the remaining useful life of corroded pipelines and can potentially enhance the integrity of future operational pipelines.
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CARVAJALINO, JOSE DE JESUS LEAL. "PERFORMANCE OF IN-LINE INSPECTION TOOLS AND ITS INFLUENCE ON THE STRUCTURAL RELIABILITY OF CORRODED PIPELINE." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2004. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5171@1.

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AGÊNCIA NACIONAL DE PETRÓLEO<br>Neste trabalho apresenta-se a avaliação do desempenho de ferramentas de inspeção em linha (ILI) ou pig instrumentado na medição de defeitos causados por corrosão e estudam-se diferentes métodos para o cálculo da confiabilidade estrutural ou cálculo da probabilidade de falha (POF) de um duto corroído, baseada na análise do relatório do pig. O relatório de inspeção do pig é avaliado através de comparações de seus resultados com as medições dos defeitos feitas por ferramentas de referência (medições em campo). Os erros associados a cada sistema de medição p
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LI, CHANG-MIN, and 李昌民. "Corroded Pipeline Condition Assessment Study." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/aqvsyx.

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碩士<br>國立高雄海洋科技大學<br>造船及海洋工程研究所<br>102<br>Subsea pipeline connects the two lands to transport liquids, gases, etc.; in generally, the pipeline is laid on the seabed and the water pressure would cause corrosion, whether or not corrosion of the pipeline is safe, it is necessary for professional judgment. In this paper, we first consider the strength types that pipelines may be damaged. We use an ANSYS modeling to simulate corrosion defects in a single case by a different width or depth and understand the stress effects. To generate random numbers by MATLAB, a 3D curve surface with the random numb
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Books on the topic "Corroded pipelines"

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American Society of Mechanical Engineers. Manual for determining the remaining strength of corroded pipelines: Supplement to ASME B31 code for pressure piping. American Society of Mechanical Engineers, 2009.

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ASME B31 Committee. Manual for determining the remaining strength of Corroded pipelines: A supplement to ANSI/ASME B31 Code for pressure piping. American Society of Mechanical Engineers, 1985.

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Book chapters on the topic "Corroded pipelines"

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Xu, Tong, Wei Sun, Wenyu Tan, and Shuai Feng. "Numerical Simulation of Ultimate Bearing Capacity of Corroded Pipeline under Coupling Load." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_19.

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AbstractBased on the ductile damage theory of metal materials, this paper systematically studies the ultimate bearing capacity of corroded pipeline subjected to axial force, bending moment and pressure by using fluid cavity simulation technology. For pipelines with different corrosion characteristics, the interaction diagram of the bearing capacity of corroded pipeline is established by considering the coupling effect of medium properties, pressure, external axial force and bending moment. The numerical simulation results show that the depth of corrosion strongly affects the bearing capacity o
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Amaya-Gómez, Rafael, Emilio Bastidas-Arteaga, Mauricio Sánchez-Silva, Franck Schoefs, and Felipe Muñoz. "Uncertainty in the Assessment of Corroded Pipelines." In Corrosion and Reliability Assessment of Inspected Pipelines. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-43532-4_5.

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Wei, Chang Jia, Ong Zhen Liang, and Ehsan Nikbakht Jarghouyeh. "Experimental Investigation of Effectiveness of FRP Composite Repair System on Offshore Pipelines Subjected to Pitting Corrosion Under Axial Compressive Load." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_17.

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AbstractThe application of FRP composite is quite well demonstrated in strengthening on RC structures but on strengthening of steel structures is still being investigated by many researchers. The aggressive marine environment can cause corrosion to the offshore pipelines which would affect the structural performance such as pitting corrosion which could be considered as the most destructive corrosion was simulated in this research. This study had attempted to carry out experimental investigation of effectiveness of FRP composite repair system on offshore pipelines subjected to pitting corrosio
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Lee, Ouk Sub, Dong Hyeok Kim, No Hoon Myoung, and Si Won Hwang. "Probabilistic Approach for Reliability Estimation of Corroded Pipelines." In Fracture and Strength of Solids VI. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-989-x.411.

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Amaya-Gómez, Rafael, Emilio Bastidas-Arteaga, Mauricio Sánchez-Silva, Franck Schoefs, and Felipe Muñoz. "How Corroded Pipelines Fail and How Are They Modeled?" In Corrosion and Reliability Assessment of Inspected Pipelines. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-43532-4_4.

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Jadhav, Prajakta, and Dharma Wijewickreme. "Estimation of Permanent Ground Displacement Capacities for Corroded Pipelines." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-34027-7_31.

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Amaya-Gómez, Rafael, Mauricio Sánchez-Silva, and Emilio Bastidas-Arteaga. "Reliability Assessment of Corroded Pipelines Subjected to Seismic Activity." In Springer Tracts in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-85018-0_18.

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Bhardwaj, U., A. P. Teixeira, and C. Guedes Soares. "Reliability assessment of corroded pipelines with different burst strength models." In Developments in Maritime Technology and Engineering. CRC Press, 2021. http://dx.doi.org/10.1201/9781003216582-77.

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Bhardwaj, U., A. P. Teixeira, and C. Guedes Soares. "Local buckling reliability assessment of corroded subsea pipelines under combined loads." In Developments in the Analysis and Design of Marine Structures. CRC Press, 2021. http://dx.doi.org/10.1201/9781003230373-55.

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Ahmad Rushdi, Muhammad Hariz, Mohd Hairil Mohd, Mohd Fakri Muda, Muhammad Daniel Abdul Shahid, Najwa Mohammad Fadzil, and Mohd Hisbany Mohd Hashim. "A Bibliometric Analysis on Studies Related to the Mechanical Behavior of Corroded Pipelines." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5315-4_19.

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Conference papers on the topic "Corroded pipelines"

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Abdolrazaghi, Mona, Sherif Hassanien, and Steven Bott. "Towards an Effective Corroded Pipelines Integrity Analysis." In CORROSION 2017. NACE International, 2017. https://doi.org/10.5006/c2017-09510.

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Abstract The focus herein is on comparing integrity probabilistic analysis approaches with a brief discussion on the existing deterministic approaches. The comparison study utilizes real life application of In-Line-Inspection (ILI) and field measurements of corroded onshore pipelines. The study addresses the advantages and disadvantages of each analysis approach emphasizing on the ability to capture measurement uncertainties and learnings from trending data. Such learnings can be addressed by a relative comparison of both ILI and field measurements (i.e. relative uncertainty measurements). In
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Kim, Woo-Sik, Young-Pyo Kim, Young-Tai Kho, and Jaeboong Choi. "Development of Limit Load Solutions for Correded Gas Pipelines." In CORROSION 2002. NACE International, 2002. https://doi.org/10.5006/c2002-02092.

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Abstract Pipelines have the highest capacity and are the safest and least environmentally disruptive way for gas or oil transmission. Recently, failures due to corrosion defects became of major concern in maintaining pipeline integrity. A number of solutions have been developed for the assessment of remaining strength of corroded pipelines. However, these solutions are known to be dependent on material properties and pipeline geometries. In this paper, a Fitness-For-Purpose(FFP) type limit load solutions for corroded gas pipelines made of X65 steel is proposed based on experimental results and
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Munden President, Bruce A. "Insitu Method for Simultaneously Reinforcing and Protecting Corroded/Leaking Pipelines." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89233.

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Abstract This paper will present a field test performance and evaluation of a new insitu rehabilitation technology for reinforcing long lengths (1 to 20 miles) of weakened and deteriorated pipelines without excavation. One of the unique aspects of this process is its ability to simultaneously replace metal loss and protect pipelines against further corrosion attack. In addition, its unique applicability to long lengths of line without excavation makes the process extremely cost effective. Details cover the adaptation of material, surface preparation of the pipeline, application technique and a
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Chauhan, V., T. D. Swankie, R. Espiner, and I. Wood. "Developments in Methods for Assessing the Remaining Strength of Corroded Pipelines." In CORROSION 2009. NACE International, 2009. https://doi.org/10.5006/c2009-09115.

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Abstract Extensive research has been carried out for many years by Pipeline Research Council International, Inc. (PRCI) to develop methods for assessing the remaining strength of corroded pipelines. This has led to the development of assessment methods such as ASME B31G and RSTRENG. Research by others including Advantica [1] has developed new criteria such as the LPC method and extended the range of assessment methods to include numerical analysis. While there has been substantial progress, there remain areas where existing criteria require improvements. Issues identified include limitations o
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Al-Omari, Ahmad S., Mauyed S. Mehdi, Ali F. Al-Marri, and Jeff Schell. "Revolutionary Non-metallic Liners to Rehabilitate the Aged/Corroded Carbon Steel Water Injection Laterals." In CORROSION 2014. NACE International, 2014. https://doi.org/10.5006/c2014-3756.

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A permanent solution to an internally corroded pipeline is to manage corrosion to prevent the pipeline from failing. This may include the use of inhibitors or frequent pigging to remove scales as well as other corrosive species and at the same time monitor the state of internal wall thinning. Both associated solutions mean high maintenance cost. Cutting-edge technologies are always needed to continue improving the performance of oil, gas and water injection pipelines. The use of thermoplastic liner to rehabilitate corroded pipeline is considered one of these technologies. Its implementation is
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Zheng, Zhan, Liu Xiaotong, Zeng Wenguang, et al. "Corrosion Perforation Failure Analysis of inside Coating Sewage Pipeline." In CONFERENCE 2022. AMPP, 2022. https://doi.org/10.5006/c2022-17704.

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ABSTRACT The corrosion morphology, material properties and corrosion products of corroded perforated L290M sewage pipelines were analyzed, and the reasons for corroded and perforated were discussed in combination with the analysis of service environment and operation of pipeline. The results show that corrosion pits of L290M sewage pipelines are round, and there are corrosion pits at the side of the pipeline segment. At the same time, the material performance of the failed pipeline conforms to the requirements of GB/T 9711-2011 standard for L290M steel. There are two reasons for pipeline failu
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Hammad, Baker S. "In-Situ Coating Method for Cleaning and Coating of Internally Corroded Pipelines in the Field." In SSPC 2013 Greencoat. SSPC, 2013. https://doi.org/10.5006/s2013-00025.

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Abstract The In-Situ internal coating is a viable alternative for pipeline rehabilitation of corrode pipe and cost effective compared to replacement with new pipelines. The coating effectively controls internal pipeline corrosion through the application of multiple high build liquid epoxy coating that coats the entire internal surface of the pipeline including girth welds, corrosion pits, channels, corrosion lakes or general corrosion and other internal pipe imperfection’s to delay leaks and extend the remaining pipe life. The coating process can be applied to pipeline internal with diameters
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Ireland, Yvanna M., and Aida Lopez. "Field Application of Epoxy-Urethane Coatings Using Line Travel Equipment on Pipelines." In CORROSION 2000. NACE International, 2000. https://doi.org/10.5006/c2000-00771.

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Abstract As older pipeline coatings deteriorate and disbond, companies quickly realize the high cost of maintaining these lines. Cathodic protection requirements increase, and corrosion and stress corrosion cracking (SCC) can occur on the pipeline surface. In an effort to reduce the costs associated with maintaining these aging pipelines, an economical means of maintaining the integrity of these lines has been investigated. After four years of large-scale pipeline recoating, it has been demonstrated that pipeline recoating programs can be an attractive alternative to replacing corroded pipe.
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Klechka, Ernest W. "Pipeline Corrosion and Rehabilitation in the Arctic: a Case History." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93573.

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Abstract Rehabilitation, repairs or replacement of corroded or damaged pipelines must be made in a manner that will not compromise the mechanical integrity of the pipeline. During the pipeline rehabilitation process the mainline piping is excavated, cleaned, inspected and evaluated for corrosion. A protective coating is then applied and the piping is buried. This paper will focus on the application of rehabilitation and repair coatings.
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Priambudi, Alfin, and Popi A. Nafis. "Lifetime Prediction of Pressurized Pipelines in Corrosive Environments." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04166.

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Abstract Lifetime prediction of pressurized pipelines in corrosive environments can prove extremely useful to ensure their safe operation and can contribute to significant reduction in maintenance and operational costs. The concept detailed within this paper is adapted from procedures developed by Electric Power Research Institute USA, using a three level approach, increasing in detail, cost, and complexity, to predict the remaining life of the system. The three levels of assessment are used progressively to predict remaining life or replacement if required. This approach utilizes a number of
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Reports on the topic "Corroded pipelines"

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Chen, Qishi, Joe Zhou, Duane DeGeer, Ola Bjornoy, and Richard Verley. JTM13-CCP Collapse of Corroded Pipelines. Pipeline Research Council International, Inc. (PRCI), 2001. http://dx.doi.org/10.55274/r0011820.

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This paper presents preliminary numerical and experimental results obtained in an attempt to develop practical, reliability-based local buckling and collapse criteria for onshore and offshore pipelines that have experienced some form of metal-loss corrosion. The project was carried out in three phases involving finite element analysis, large-scale testing, and development of design criteria using reliability methodology. This paper summarizes the first two phases of this project including a characterization of corrosion defects, an assessment of the sensitivity of corrosion features based on f
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Chauhan, Vinod. L52307 Remaining Strength of Corroded Pipe Under Secondary Biaxial Loading. Pipeline Research Council International, Inc. (PRCI), 2009. http://dx.doi.org/10.55274/r0010175.

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Corrosion metal-loss is one of the major damage mechanisms to transmission pipelines worldwide. Several methods have been developed for assessment of corrosion defects, such as ASME B31G, RSTRENG and LPC. These methods were derived based on experimental tests and theoretical/numerical studies of the failure behavior of corroded pipelines subjected only to internal pressure loading. In the vast majority of cases, internal pressure loading will be the main loading mechanism on the pipeline. However, there may be instances when pipelines could also be subjected to significant loading from the env
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Bubenik and Rosenfeld. L51684 Assessing the Strength of Corroded Elbows. Pipeline Research Council International, Inc. (PRCI), 1993. http://dx.doi.org/10.55274/r0010159.

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Corrosion affects tees and elbows as well as straight pipe. The effect of metal-loss corrosion on the remaining strength of straight pipe can be predicted using ASME B31G, ANSI/ASME B31G Manual for Determining the Remaining Strength of Corroded Pipelines.\ Modifications to the B31G methodology to account for the defect profile have changed its accuracy for straight pipe. These techniques have been successfully used by pipeline operators for several years to assess whether corrosion damage to a pipeline warrants repair or replacement or whether it may be safely left in service.The B31G method d
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Chauhan, Vinod, and Troy Swankie. PR-273-0323-R03 Guidance for Assessing the Remaining Strength of Corroded Pipelines. Pipeline Research Council International, Inc. (PRCI), 2010. http://dx.doi.org/10.55274/r0010710.

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Research projects have resulted in the development of improved guidance for assessing the remaining strength of corroded pipelines. New guidance has been developed for assessing: Closely spaced corrosion defects Corrosion defects in high strength pipelines Corrosion defects in pipelines subject to combined internal pressure and external loading Corrosion defects in pipelines subject to cyclic pressure loading Corrosion defects in vintage, low toughness pipelines This Guidance Document is a revision to the version issued in 2002 (PRCI Report Catalog No. L51958). It provides recommended practice
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Chen, Fuglem, and Kariyawasam. PR-244-9827-R07 Development of Local Buckling Criteria for Corroded Pipelines. Pipeline Research Council International, Inc. (PRCI), 2008. http://dx.doi.org/10.55274/r0011047.

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This report presents the layout of limit state functions, development of regression equations that define the reduced resistance to local buckling due to corrosion defects, and the calibration of partial safety factors. Examples were included to demonstrate the application of proposed criteria to the assessment of in-service pipelines with corrosion defects.
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Swankie. PR-273-063514-R01 Assessment of Corrosion Damage in Pipelines Subjected to Cyclic Pressure Loading. Pipeline Research Council International, Inc. (PRCI), 2009. http://dx.doi.org/10.55274/r0010966.

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A range of methods exist for assessing the remaining strength of a corroded pipeline under static pressure loading and these have now matured to the extent that they are incorporated in regulations and standards. However, there is currently no guidance for assessing the performance of a corroded pipeline under cyclic pressure loading. This is of potential concern to operators where there are significant pressure variations, for example where there is a demand for linepack storage and in liquid pipelines. It is possible that a corrosion defect could be assessed as acceptable for the maximum ope
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Vieth and Kiefner. L51609 A Modified Criterion for Evaluating the Remaining Strength of Corroded Pipe. Pipeline Research Council International, Inc. (PRCI), 1989. http://dx.doi.org/10.55274/r0011316.

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From its inception, the B31G criterion was intended to embody a large factor of safety to protect pipelines from failure. Experience has shown that the amount of conservatism embodied in the criterion is excessive, resulting in the removal or repair of more pipe than is necessary to maintain adequate integrity. Therefore, it is desirable to have a modified criterion that will still preserve adequate pipeline integrity but will result in less removal of pipe. A modified criterion that meets this requirement is described in this report. A new and improved criterion was desired because of the kno
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Fu. L51878 Methods for Assessing Corroded Pipeline-Review Validation and Recommendations. Pipeline Research Council International, Inc. (PRCI), 2002. http://dx.doi.org/10.55274/r0010358.

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An assessment of the remaining strength of corroded line pipe is generally accomplished using the ASME B31G method and RSTRENG methods. These methods were developed using an early fracture mechanics relationship for toughness-independent failure of pressurised pipes and were empirically calibrated against a database of around 80 full-scale burst tests for thin wall pipes, dominated by pipes of grade B and grade X52. Applications of these methods to modern higher toughness pipe materials have not been fully justified. Neither of these methods is able to assess the significance of interactions b
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9

Swankie, Troy. DTPH56-05-T-003 The Assessment of Corrosion Damage in Pipelines Subject to Cyclic Pressure Loading. Pipeline Research Council International, Inc. (PRCI), 2009. http://dx.doi.org/10.55274/r0010975.

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A range of methods exist for assessing the remaining strength of a corroded pipeline under static pressure loading and these have now matured to the extent that they are incorporated in regulations and standards. However, there is currently no guidance for assessing the performance of a corroded pipeline under cyclic pressure loading. This is of potential concern to operators where there are significant pressure variations, for example where there is a demand for linepack storage and in liquid pipelines. It is possible that a corrosion defect could be assessed as acceptable for the maximum ope
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10

Groeneveld, Grube, and Elsea. L51968 Improved Methods for the Assessment of the Remaining Strength of Corroded Pipelines (Phase 4). Pipeline Research Council International, Inc. (PRCI), 2002. http://dx.doi.org/10.55274/r0010151.

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The project has been aimed at improving the approach for assessing the remaining strength of pipelines containing corrosion metal loss defects. Phase 1 of the project consisted of a comprehensive review of existing assessment methods, together with a collection of results from relevant experimental tests.Phase 2 of the project, provided a Guidance Document recommending methods to be used for assessing the integrity of corroded pipelines. A PC based software program (CORAM - Corrosion Assessment Methods for Pipelines) for applying the assessment methods recommended in the Guidance Document was
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