Relevant bibliographies by topics / RC PARAMETERS

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'RC PARAMETERS'

Author: Grafiati
Published: 11 September 2023
Last updated: 31 July 2025

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Journal articles on the topic "RC PARAMETERS"

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Lin, Che-Yu. "Ramp-Creep Ultrasound Viscoelastography for Measuring Viscoelastic Parameters of Materials." Materials 13, no. 16 (2020): 3593. http://dx.doi.org/10.3390/ma13163593.

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Several ultrasound-based methods have been developed to evaluate the viscoelastic properties of materials. The purpose of this study is to introduce a novel viscoelastography method based on ultrasound acoustic radiation force for measuring the parameters relevant to the viscoelastic properties of materials, named ramp-creep ultrasound viscoelastography (RC viscoelastography). RC viscoelastography uses two different ultrasound excitation modes to cause ramp and creep strain responses in the material. By combining and analyzing the information obtained from these two modes of excitation, the vi
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Wang, Xiao Dong, Xie Dong Zhang, and Jin Zhi Wang. "Study on Fire Resistance Design Parameters of RC Structure." Advanced Materials Research 295-297 (July 2011): 183–88. http://dx.doi.org/10.4028/www.scientific.net/amr.295-297.183.

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By analyzing the randomicity and sensitivity of design parameters on fire resistance performance of RC structure, it indicates that the concrete thickness of covering layer is the most sensitive parameter to RC fire resistance performance in all given out parameters. And the stochastic finite element reliability analyzing method is briefly introduced too.
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Yang, Ran, Dayi Qu, and Jigang Zhang. "Experimental Study on the Impact Resistance Performance of Civil Air Defense RC Walls Protected by Honeycomb Sandwich Panels." Buildings 14, no. 8 (2024): 2293. http://dx.doi.org/10.3390/buildings14082293.

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Reinforced concrete (RC) walls are extensively used in civil air defense engineering and are susceptible to low-speed impacts with high energy and massive weight during service. Therefore, it is crucial to consider the impact resistance of these walls and explore effective protection methods. The honeycomb structure, known for its energy-absorbing properties, has been widely utilized in aerospace, automotive, and maritime industries. However, there is a need for more research on applying honeycomb structures in energy-absorbing protection devices in civil engineering. This study proposes the u
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Qin, Qing, Haojie Cheng, Chenghua Zhang, and Sha Ding. "Calculation of Characteristic Point Parameters for Restoring Model of Corroded Short-Pier RC Shear Walls." Buildings 14, no. 5 (2024): 1293. http://dx.doi.org/10.3390/buildings14051293.

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Based on the quasi-static tests of 12 corroded RC (reinforced concrete) shear walls, it was found that reinforcement corrosion has a great influence on the skeleton curve of RC shear walls. With an increase in the degree of corrosion, the bearing capacity of specimens decreases, and the deformation capacity worsens. Increasing the diameter of longitudinal reinforcements can significantly improve the bearing capacity of corroded RC shear walls, while the deformation capacity of corroded specimens can be improved by increasing the lateral distributed reinforcement or the transverse reinforcement
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Jara, J. M., B. A. Olmos, M. Jara, and W. M. Conejo. "RC jacketing parameters to retrofit highway bridges." Bulletin of Earthquake Engineering 14, no. 10 (2016): 2859–80. http://dx.doi.org/10.1007/s10518-016-9914-7.

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Cai, Bin, and Xin Hui Liu. "Research on Parameters of RC Structure Reliability." Applied Mechanics and Materials 501-504 (January 2014): 1061–64. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1061.

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In the analysis of engineering structures are usually adopt the method of fixed value, that is the practical engineering structure under load and the performance of materials used by structure shall be treated as a constant value.But, in fact, the structure of geometry size, bear the load, material parameters,computing model and so on are affected by various factors. In order to more accurately reflect the reliability problems of reinforced concrete structures, this paper, the factors above will be regarded as random variables, combining the basic theory of reliability design, through the prob
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Verma, Sanjeev Kumar, Sudhir Singh Bhadauria, and Saleem Akhtar. "Probabilistic Evaluation of Service Life for Reinforced Concrete Structures." Chinese Journal of Engineering 2014 (February 18, 2014): 1–8. http://dx.doi.org/10.1155/2014/648438.

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Degradation of performance and deterioration of different components of reinforced concrete (RC) structures increase with the age of structure. This deterioration of reinforced component depends on several parameters. However, modeling service life of RC structure by considering all the parameters is a difficult job, as most of the parameters are uncertain in nature. Probabilistic models account well for the uncertainties in the parameters responsible for deterioration of RC structures. This paper presents a review of several recent service life models developed using probability based concept
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Han, Sang Whan, Chang Seok Lee, Mary Ann Paz Zambrana, and Kihak Lee. "Calibration Factor for ASCE 41-17 Modeling Parameters for Stocky Rectangular RC Columns." Applied Sciences 9, no. 23 (2019): 5193. http://dx.doi.org/10.3390/app9235193.

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Existing old reinforced concrete (RC) buildings could be vulnerable to large earthquake events. Most columns in such buildings have insufficient reinforcement details, which may experience failure during an early loading stage. The failure of columns may lead to partial or complete collapse of entire building systems. To prepare for an adequate retrofit plan for columns, it is necessary to simulate the cyclic behavior of columns using a numerical model with adequate values of constituent modeling parameters. The nonlinear component modeling parameters are specified in ASCE 41-17. However, the
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Qi, Yap Yong, Sophia C. Alih, and Mohammadreza Vafaei. "Estimation of shear capacity for RC short columns using neural networks." IOP Conference Series: Earth and Environmental Science 1450, no. 1 (2025): 012007. https://doi.org/10.1088/1755-1315/1450/1/012007.

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Abstract Reinforced concrete (RC) short columns have suffered significant damage during past earthquakes, demonstrating a brittle shear failure. Many design codes lack a specific equation to estimate the shear capacity of RC short columns; consequently, engineers have relied on existing equations for ordinary beams and columns. However, it has been shown that these equations do not accurately estimate the shear capacity of RC short columns. This study aims to develop a feedforward neural network model to predict the shear capacity of RC short columns under uni-directional seismic excitation. A
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Xiang, Kai, Guo Hui Wang, and Bi Zhao. "Finite Element Analysis of Shear Strength of Reinforced Concrete Beams after Fire." Advanced Materials Research 671-674 (March 2013): 474–78. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.474.

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Shear strength and stiffness of fire-damaged reinforced concrete (RC) beams were researched. The nonlinear finite element method (FEM) was developed to simulate shear strength of fire-damaged RC beams. Considering mechanical properties deterioration of concrete and steel reinforcing bar, the parameters of fire-damaged RC beams, including fire exposure time, shear span to depth ratios, concrete strength, diameters of stirrups and spacing of stirrups, were analyzed. Based on numerical analysis, the change of shear strength and stiffness of fire-damaged RC beams were identified. The results showe
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Dissertations / Theses on the topic "RC PARAMETERS"

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Mani, Mohammad H. "Ultrasonic instrument for accurate measurements of spatial parameters in blood vessels." Thesis, University of Nottingham, 2016. http://eprints.nottingham.ac.uk/33355/.

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The present research is aimed at the development of an ultrasonic medical instrument capable of measuring the intima-media thicknesses (IMT) of artery walls that are considered by medical practitioners as good indicators of the risk of atherosclerosis. This overcomes two notable limitations of the instruments available at present – insufficient axial resolution and lack of synchronisation to the heart cycle that make the measurements difficult to use, e.g., for annual screening of patients and like-for-like comparisons. These limitations were addressed by using a combination of on-the-fly aver
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Malumbela, Goitseone. "Measurable parameters for performance of correded and repaired RC beams under load." Doctoral thesis, University of Cape Town, 2010. http://hdl.handle.net/11427/11419.

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Includes abstract.<br>Includes bibliographical references.<br>Structural engineers and asset managers rely on measurable parameters developed by researchers to predict residual load-bearing capacities of corroding in-service RC structures and to assess repair-effectiveness. Laboratory research that was used to develop these measurable parameters varied between researchers and in most cases, did not represent in-service conditions. As a result, they found different relations between measurable and non-measurable parameters which are unsafe and/or engineers find difficult to apply to in-service
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Aleksandra, Radujković. "Analiza parametara za procenu seizmičkog odgovora višespratnih armiranobetonskih okvira." Phd thesis, Univerzitet u Novom Sadu, Fakultet tehničkih nauka u Novom Sadu, 2015. https://www.cris.uns.ac.rs/record.jsf?recordId=95695&source=NDLTD&language=en.

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U radu su analizirani uticaji parametara: klase dukktilnosti,projektnog seizmičkog dejstva i spratnosti na seizmički odgovor ABokvira projektovanih prema evropskim normama EN 1992 - 1 i EN 1998 -1.Odgovor konstrukcije, dobijen primenom nelinearnih statičkih idinamičkim metoda, je razmatran na globalnom, spratnom i lokalnomnivou. Procena stanja je sprovedena pre svega direktnim poređenjemzahteva rotacije tetiva stubova i greda okvira sa kapacitetom za dvagranična stanja prema EN 1998 - 3. Pored toga, upoređeni su zahtevi sakapacitetom u pogledu duktilnosti krivina kritičnih poprečnihpreseka i z
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Nagarajan, Karthik. "Parameter estimation framework for fusing spatio-temporal data in watershed analysis and its potential for RC-based hardware acceleration." [Gainesville, Fla.] : University of Florida, 2009. http://purl.fcla.edu/fcla/etd/UFE0024362.

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Kadlčík, Libor. "Efektivní použití obvodů zlomkového řádu v integrované technice." Doctoral thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2020. http://www.nusl.cz/ntk/nusl-432494.

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Integrace a derivace jsou obvykle známy pro celočíselný řád (tj. první, druhý, atd.). Existuje ale zobecnění pro zlomkové (neceločíselné) řády, které lze implementovat pomocí elektronických obvodů zlomkového řádu (případně provést jejich aproximaci) a které poskytuje nový stupeň volnosti pro návrh elektronických obvodů. Obvody zlomkového řádu jsou obvykle aproximovány diskrétními součástkami pomocí RC struktur s velkými rozsahy odporů a kapacit, a tím se jeví nepraktické pro použití v integrovaných obvodech. Tato práce prezentuje implementaci obvodů zlomkového řádu v integerovaných obvodech a
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MEENA, HARDEV. "STUDY AND ANALYSIS OF OTRA AND ITS APPLICATIONS." Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/14683.

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The major goal of this thesis is to know about Operational Transresistance Amplifier (OTRA), its applications, performance and practical implementation of OTRA two CFOA AD844 ICs. Study and realization of Operational Transresistance Amplifier is presented. The development and use of operational Transresistance Amplifier model is very important in control and instrumentation engineering. This analysis taking the effect of Transresistance gain. The characteristics of OTRA circuit demonstrated through Proteus and Pspice simulation. The study and analysis of RC sine wave oscillator based o
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AndrewTseng and 曾昱. "Parameters for Performance Based Design of Mid- and Low-Rise RC Structural Walls." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/c33d9t.

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碩士<br>國立成功大學<br>土木工程學系<br>104<br>The current building design codes are generally based on a strength-based design philosophy. A building designed according to such approaches has unpredictable seismic responses. Performance-based design approaches, which are recognized as advanced design methods for the next generation, allow engineers to design a building with the pre-determined structural performance objectives under varying seismic hazard levels. A key element to a successful performance-based design is an adequately defined framework of performance limit states. In addition, a direct appro
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Shiung, Da Wei, and 熊大為. "Study of GCRA Parameter Transformation in ATM Networks and Implementation of RC Traffic Shaper." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/25716094711527929384.

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碩士<br>國立臺灣大學<br>電機工程學系<br>85<br>We try to find the relationship between GCRA and Leaky Bucket Scheme.Specially, their parameters transformation in ATM layer are of interested.And exactly parameter transformation and approximated methods in different conditions are funded. In ATM network, bursty traffic sources are the main reasons to case traffic jame. RC traffic shaper can shape clumping cells to avoid network congestioneffectively. We implement a performance parameter main window and RC t
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CHEN, HUI-YA, and 陳惠雅. "Database Construction and Parameter Analysis of RC Beam-Column Connections with Transverse Beams and Slab." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/kdyr5y.

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碩士<br>國立雲林科技大學<br>營建工程系<br>102<br>This study construct a database of beam-column connections made with normal- and high-strength reinforced concrete. Test data of beam-column connections with transverse beams and slabs are collected. We selected the data with complete story shear versus drift curves and specimen detailing which can be back calculated the connection parameters and evaluated the seismic performance. Based on the database investigation, we conclude: (1) Where the column-to-beam moment strength ratio exceed 2 for interior joints and 4 for exterior joints, the joints would not fail
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Li, Chun-Zhong, and 李春忠. "Modal Parameter Identification of Prestressed RC Beams Based on Multiple Random Decrement Method with Vibration Measurements." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/81945252477963565253.

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碩士<br>雲林科技大學<br>營建工程系碩士班<br>98<br>In generally, For most structure, For applying the ambient vibration measurements to conduct the system identification of civil structures, it is most popular to first adopt the random decrement method to transfer an output signal into a free vibration history. Any convenient time-domain method can then be utilized to identify the modal parameters. In this study, using mode shapes concept and multiple random decrement (MRD) method to reach convergence of modal, and numerical example and system modal parameters are knowed by using free ambient vibration to test
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Book chapters on the topic "RC PARAMETERS"

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Fu, Yu, Siyuan Qiu, Zhifu Yu, Juan Su, and Xiaomeng Hou. "Damage Assessment of RPC Strengthened RC Columns Subjected to Blast Loading." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_43.

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AbstractIn our country, there are 60 billion square meters of existing leasable area, reactive powder concrete (RPC) has the characteristics of high toughness and high strength-to-weight ratio. RPC strengthened concrete (RC) forms RPC-RC structure, it is an important way for sustainable development of civil engineering to improve the anti-explosion ability of building structure while strengthening and reforming the structure. The dynamic response and damage assessment methods of RPC-RC columns subjected to blast loading are not clear. In order to solve this problem, the dynamic response of RPC
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Gil’mutdinov, Anis Kharisovich, Pyotr Arkhipovich Ushakov, and Reyad El-Khazali. "Calculation of One-Dimensional RC-EDP Primary Parameters." In Analog Circuits and Signal Processing. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-45249-4_10.

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Gkimousis, Ilias A., and Vlasis K. Koumousis. "Collapse Fragility Curves of RC Frames with Varying Design Parameters." In Computational Methods in Applied Sciences. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6573-3_15.

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Hasnat, Sakib, and Tanvir Manzur. "Importance of Optimally Combining Binder Types and Rebar Cover in Reducing Lifetime CO2 Emissions in RC Structures." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_56.

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AbstractThe global imperative to transition towards sustainable and energy-efficient practices has brought to the forefront the need for innovative solutions and strategies within the construction industry, a major contributor to energy-related emissions. With over a third of global emissions stemming from the built environment, the construction sector, particularly in extreme exposures, faces unique challenges. Reinforced Concrete (RC) structures in chloride-laden environments are especially vulnerable to rapid deterioration. The integration of binders such as fly ash and slag, as well as ble
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Pallab, Nazmus Sakib, Mahin Sultana, Saadman Sakib, Amrita Barua, and Tanvir Manzur. "Reducing Carbon Footprint of RC Structure in Saline Exposure: Bangladesh Perspective." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_62.

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AbstractThe construction industry in Bangladesh is actively pursuing the goal of preserving the equilibrium between the amount of greenhouse gases (GHGs) produced and expelled from the atmosphere. An ideal way to reduce CO2 emissions from concrete production is the utilization of industrial by-products like class F fly ash, slag, etc. as supplementary cementitious materials (SCMs). On the other hand, reducing the life cycle cost (LCC) through the extension of service life could also be an effective way to reduce the overall carbon footprint of any RC infrastructure, particularly in saline expo
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Reddy, Jonna Rohan, Y. Naga Satyesh, and Sonti Girish Babu. "Shape of Shear Reinforcement Influence Shear Strength Parameters in Rc Beam." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1404-3_19.

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de Quevedo Iñarritu, P. García, N. Šipčić, and P. Bazzurro. "Engineering Demand Parameters for Cumulative Damage Estimation in URM and RC Buildings." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-36562-1_5.

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Akkannavar, Chaitanya, M. H. Prashanth, and Sayed Abrar Korpalli. "Computation of Stress Block Parameters of Rectangular RC Column at Elevated Temperatures." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2676-3_38.

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Zhu, Qisu, Shihua Zou, and Bing Yang. "Seismic Performance Analysis of RC Frame Core Tube Structure Considering Floor Parameters." In Lecture Notes in Electrical Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5959-4_190.

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Liu, Jian, Junjie Liu, Jian Wang, et al. "Analysis and Optimization of RC Network Parameters for Wideband Capacitive Voltage Divider." In Lecture Notes in Electrical Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-1391-5_17.

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Conference papers on the topic "RC PARAMETERS"

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Yin, Kangshuai, and Yan Xu. "Vector-Based Rapid Seismic Resilience Evaluation of Bridges Subjected to Corrosion." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0863.

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&lt;p&gt;Reinforced concrete (RC) bridges in chloride environments are more vulnerable to seismic attacks due to capacity degradation caused by steel rebar corrosion. However, comprehensive seismic resilience evaluation of these bridges has been limited by time-consuming computations. This study proposes a vector-based methodology for rapid seismic resilience evaluation of such RC bridges by integrating influential parameters such as column height, rebar corrosion level, ground motion intensity, and their uncertainties into seismic analysis. To improve computational efficiency, Gaussian proces
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Li, Yi, and De-Cheng Feng. "Mapping structural damage to material damage for the analysis of RC structures in actual damage states." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0149.

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&lt;p&gt;Predicting the residual performance of reinforced concrete (RC) structures under specific damage states is critical for developing restoration and retrofitting strategies. This study proposes a model updating method for damaged RC structures incorporating actual damage states. Specifically, a numerical modeling approach for damaged RC structures is developed based on OpenSEES, along with a method for updating the material parameters of damaged RC components. A mapping relationship between material damage and component damage is established to facilitate practical engineering applicati
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Alam, Qazi Muneeb, Aslam Faqeer Mohammad, and Syed Salman Mobeen. "Evaluation of Effects of Pounding on RC Building Structures under Strong Seismic Events." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-5qsitm.

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During earthquakes, structures move laterally and since usually a proper gap distance between structures is not provided so the structures can collide with each other. Building codes which are commonly used, do not offer any provisions for designing the structures for additional forces due to pounding and so structures are susceptible to damage subjected to pounding during strong seismic events. Therefore, in the current study, effect of pounding on a structure is studied considering different parameters including number of stories, total weight, story stiffness and floor alignment with adjace
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Tang, Fujian, Chao Li, Hong-Nan Li, Francisco J. Presuel-Moreno, Liang Fan, and Genda Chen. "Probabilistic Evaluation of Service Life of Reinforced Concrete Beam Element in Marine Environment." In CORROSION 2019. NACE International, 2019. https://doi.org/10.5006/c2019-13468.

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Abstract Chloride-induced rebar corrosion is one of the main causes of premature deterioration of reinforced concrete (RC) structures in marine environment. This study aims to develop a probabilistic model to assess the service life of RC beam subjected to chloride-induced corrosion attack. Concrete block specimens containing steel bars are prepared and subjected to accelerated corrosion test. As the corrosion-induced mass loss of steel bars reaches different levels ranging from 0% to 30%, the tests are terminated. The steel bars are taken out of the concrete block, cleaned with a sand blaster
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Takahashi, Yuya, Masahiro Futami, Masato Nakamura, Jie Fang, and Taiju Yoneda. "Development of High-Speed Cycle Simulation Scheme for Fatigue Life Prediction and Maintenance for a Group of Reinforced and Prestressed Concrete Bridges." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0963.

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&lt;p&gt;In this study, a high-speed simulation framework for assessing the fatigue life of reinforced concrete (RC) and prestressed concrete (PC) bridges was developed using a full-scale model of a target group of road bridges. A full-scale analytical mesh was created for four different bridge types in the target bridge group, and fatigue analysis was conducted using a nonlinear finite element analysis system capable of structural analysis of concrete structures. Parametric modeling techniques were used to rapidly create a full-scale analytical mesh of the RC and PC bridges with over 100,000
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Cong, Gui, Xlzhang, Ruichen, Jimmylu, and SamChang. "Optimization of the Uniformity of the Contact Resistance (Rc) of the via by the Collocation of Gas Parameters in AIO Etching." In 2025 Conference of Science and Technology of Integrated Circuits (CSTIC). IEEE, 2025. https://doi.org/10.1109/cstic64481.2025.11017826.

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Wang, Bei, Lei Zhang, Guang Chen, et al. "Corrosion Inhibitor Film Stability under High Gas Velocity Conditions of Subsea Wet Gas Pipeline." In CORROSION 2017. NACE International, 2017. https://doi.org/10.5006/c2017-09247.

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Abstract Corrosion is always recognized as one of the biggest flow assurance challenges of natural gas fields. During the pipeline design and maintenance, it is not enough to only use the equations of the limitation for the maximum erosional velocity from API RP 14E to deal with the balance of pipeline diameter, flow rate and the corrosion inhibitor film stability and effectiveness. In order to get more information of the relationship between flow and inhibitor for wet subsea pipeline, a HTHP-RC and a wet gas flow loop were employed to simulate typical flow conditions of subsea gas pipeline in
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Yamaguchi, Takahiro. "Damage Identification of a Reinforced Concrete Bridge Pier after an Earthquake based on a Physics-informed Neural Network." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1902.

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&lt;p&gt;This study addresses the condition assessment of a reinforced concrete (RC) bridge pier after an earthquake based on seismic responses. This study proposes a physics-informed neural network (PINN) for solving a nonlinear multi-degree-of-freedom (MDOF) structural identification problem to localize and quantify damages. This study adopts a stacked bilinear rotational spring model. Governing equations, Newmark-β method, and hysteresis information are incorporated into a loss function of a deep-layered neural network. The method was validated using real seismic responses, which were obtai
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Choi, Ho Jin, and H. A. Al-Ajwad. "Flow-Dependency of Sweet and Sour Corrosion of Carbon Steel Downhole Production Tubing in Khuff-Gas Wells." In CORROSION 2008. NACE International, 2008. https://doi.org/10.5006/c2008-08638.

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Abstract A series of rotating cage (RC) and jet-impingement (JI) experiments were performed to determine the effect of flow velocity on sweet and sour (SAS) corrosion of API 5CT L80 carbon steel production tubing under simulated Khuff gas well conditions. As observed in a field SAS corrosion study of the carbon steel, two distinctively different corrosion mechanisms were replicated: SAS general and pitting corrosion. Both corrosion mechanisms appear to be flow-dependent. SAS general corrosion rate was relatively low but SAS pitting corrosion rate can be an order of magnitude greater than that
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Siavoshani, Saeed, An Li, and Yousef Firouz. "RC Equivalent Circuit Model Parameters Characterization." In WCX SAE World Congress Experience. SAE International, 2020. http://dx.doi.org/10.4271/2020-01-1180.

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