Relevant bibliographies by topics / Steel construction code

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

Academic literature on the topic 'Steel construction code'

Author: Grafiati
Published: 4 June 2021
Last updated: 8 February 2022

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Journal articles on the topic "Steel construction code"

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Luo, Wen Hai, and Zhi Hua Nie. "The Research of Reliability of Axial Forced Components from Steel Structural Design Codes between China and Foreign." Applied Mechanics and Materials 94-96 (September 2011): 1201–4. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.1201.

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Aiming at the actuality which exist in construction parts that the setting-level of the safety of steel structural design codes between China and America is different in present, this paper use the reliability theory to compares the reliability of axial forced components from Chinese (Code for Design of Steel Structure)GB50017-2003 and American (Loads and Resistance Factor Design Specification for Structural Steel Buildings)LRFD-2001.From the result of comparing, some conclusions about the setting-level of the reliability of axial forced components from steel structural design codes between Ch
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Deierlein, Gregory G. "New Provisions for the Seismic Design of Composite and Hybrid Structures." Earthquake Spectra 16, no. 1 (2000): 163–78. http://dx.doi.org/10.1193/1.1586089.

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While there have been significant advances in the design and construction of composite steel-concrete building structures, their use in regions of high seismicity has been hindered by the lack of design criteria in building codes and specifications. This has prompted initiatives in the Building Seismic Safety Council and the American Institute of Steel Construction to develop seismic design provisions for composite structures. The 1997 edition of the AISC Seismic Provisions includes a new section with requirements for composite steel-concrete structures that are cross-referenced by the general
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Saatcioglu, Murat, Denis Mitchell, René Tinawi, et al. "The August 17, 1999, Kocaeli (Turkey) earthquake — damage to structures." Canadian Journal of Civil Engineering 28, no. 4 (2001): 715–37. http://dx.doi.org/10.1139/l01-043.

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The 1975 Turkish code provisions are first reviewed to provide the background for design and detailing of structures prior to the earthquake. The performance of reinforced concrete and masonry structures is described indicating many of the deficiencies in design, detailing, and construction execution. The behaviour of precast concrete structures, steel structures, and industrial facilities is also presented. The provisions of the 1997 Turkish building code are summarized and a description of new construction provides evidence of both excellent and poor construction practice. Some examples of r
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Jian-Guo, Hou, An Xu-Wen, and He Ying-Min. "Comments on Design Methods of Penstocks." Journal of Pressure Vessel Technology 126, no. 3 (2004): 391–98. http://dx.doi.org/10.1115/1.1763930.

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This paper selects several representative penstocks codes of hydropower stations in China and foreign countries including USBR Standards (1970), ASCE Steel Penstocks (1993), Japanese Technical Standards for Gates and Penstocks (1993), the former USSR’s code My 34 747-76 and Π 780-83, and Chinese code DL/T 5141-2001; analyzes and compares their different design methods and corresponding safety levels. In addition, the probabilistic limit state design method adopted in DL/T 5141-2001 is described emphatically. What are described can be taken as reference by the engineering technicians who are en
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Dewi, Dharu, and Sriyana Sriyana. "Spesifikasi, Kode dan Standar Baja Nasional dan Potensinya untuk Mendukung Program PLTN Tipe LWR di Indonesia." Jurnal Pengembangan Energi Nuklir 20, no. 2 (2019): 111. http://dx.doi.org/10.17146/jpen.2018.20.2.4516.

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SPESIFIKASI, KODE DAN STANDAR BAJA NASIONAL DAN POTENSINYA UNTUK MENDUKUNG PROGRAM PLTN TIPE LWR DI INDONESIA. Spesifikasi, kode dan standar baja nasional sangat penting diidentifkasi agar dapat dicocokkan atau dibandingkan dengan spesifikasi, kode dan standar internasional untuk komponen PLTN sehingga industri baja diharapkan dapat berpartisipasi dalam pembangunan Pembangkit Listrik Tenaga Nuklir (PLTN). Spesifikasi kode dan standar baja mengacu pada ASTM, ASME, AISC dan lain - lain. Tujuan studi ini adalah mengidentifikasi spesifikasi, kode dan standar baja yang dimiliki industri nasional da
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Martinez-Romero, Enrique. "The behaviour, overview of damage and retrofit of steel buildings after the earthquakes of September 1985." Bulletin of the New Zealand Society for Earthquake Engineering 20, no. 1 (1987): 30–41. http://dx.doi.org/10.5459/bnzsee.20.1.30-41.

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 A brief introduction on the earthquake history of Mexico is made.
 A description of the various types of steel structures built in Mexico City is made, including comparisons of the other types of steel construction with more modern practices.
 Performance of steel buildings in the September 1985 earthquake are discussed and related to the local geotechnical conditions, including foundation behaviour.
 The evolution of seismic design Codes in Mexico City is presented and the Emergency Provisions recently issued, are discussed.
 Finally, some ideas of rep
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Bjorhovde, Reidar. "The 2005 American steel structures design code." Journal of Constructional Steel Research 62, no. 11 (2006): 1068–76. http://dx.doi.org/10.1016/j.jcsr.2006.06.011.

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Thai, Huu-Tai, Trung-Kien Nguyen, Seunghye Lee, Vipulkumar Ishvarbhai Patel, and Thuc P. Vo. "Review of Nonlinear Analysis and Modeling of Steel and Composite Structures." International Journal of Structural Stability and Dynamics 20, no. 04 (2020): 2030003. http://dx.doi.org/10.1142/s0219455420300037.

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Structural steel frames exhibit significantly geometric and material nonlinearities which can be captured using the second-order inelastic analysis, also known as advanced analysis. Current specifications of most modern steel design codes, e.g. American code AISC360, European code EC3, Chinese code GB50017 and Australian code AS4100 permit the use of advanced analysis methods for the direct design of steel structures to avoid tedious member capacity checks. In the past three decades, a huge number of advanced analysis and modeling methods have been developed to predict the behavior of steel an
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Mitchell, Denis, Ronald H. DeVall, Katsumi Kobayashi, René Tinawi, and W. K. Tso. "Damage to concrete structures due to the January 17, 1995, Hyogo-ken Nanbu (Kobe) earthquake." Canadian Journal of Civil Engineering 23, no. 3 (1996): 757–70. http://dx.doi.org/10.1139/l96-886.

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A brief history of the detailing changes following different Japanese earthquakes is presented. The design steps for reinforced concrete structures, as prescribed in the 1981 Japanese building code, are described. Observations on the damage and the collapse of reinforced concrete structures caused by the 1995 Hyogo-ken Nanbu earthquake are reported. Failures occurred in older structures built before the improved 1981 code. Deficiencies observed include discontinuities due to the change between composite steel and reinforced concrete construction and reinforced concrete construction in columns,
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Zhou, Zhi, Jiang Qian, and Wei Huang. "Shear strength of steel plate reinforced concrete shear wall." Advances in Structural Engineering 23, no. 8 (2020): 1629–43. http://dx.doi.org/10.1177/1369433219898100.

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This article investigates the shear strength of steel plate reinforced concrete shear wall under cyclic loads. A nonlinear three-dimensional finite element model in ABAQUS was developed and validated against published experimental results. Then, a parametric study was conducted to evaluate the effects of the parameters on the lateral capacity of composite shear wall, including shear span ratio, concrete strength, axial load ratio, steel plate ratio and transverse reinforcement ratio of the web. Furthermore, a modified formula of shear strength of composite shear wall was proposed. Regression a
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Dissertations / Theses on the topic "Steel construction code"

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Muzeau, Jean-Pierre. "Modele de l'influence d'imperfections sur la securite des structures metalliques en comportement non lineaire : comparaison de reglements internationaux." Clermont-Ferrand 2, 1987. http://www.theses.fr/1987CLF2E378.

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Developpement d'un modele elasto-plastique geometriquement non lineaire, permettant d'evaluer les efforts internes et les deplacements d'une structure aussi pour les grandes deformations (rotules plastiques, instabilite). Comparaison de l'influence sur un indice conventionnel de la securite de divers types d'imperfections, avec application au cas d'un poteau bi-articule susceptible de flamber et au cas d'un portique a deux etages; etude de l'homogeneite des regles europeennes, britanniques et francaises en particulier, canadiennes et americaines
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Mitchell, Steven J. "The Development of a Steel Fuse Coupling Beam for Hybrid Coupled Wall Systems." University of Cincinnati / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1368026875.

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Wang, Tianyuan. "Developing indicators for the assessment and proper management of the different levels of exposure to polycyclic aromatic hydrocarbons (PAH)s generally associated with coke-oven workers." Thesis, Cape Peninsula University of Technology, 2011. http://hdl.handle.net/20.500.11838/799.

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Thesis (MTech(Environmental Health)--Cape Peninsula University of Technology, 2011<br>Coke ovens may occur in the aluminium, steel, graphite, electrical, and construction industries. In the work area coke-oven workers may be exposed to various chemical compounds. Polycyclic aromatic hydrocarbons (PAHs), as human carcinogen, are primary compounds in coke oven emissions (COEs) generated in the coking process. Coke oven workers are often exposed to PAHs and can lead to a variety of human diseases.The primary routes of potential human exposure to coke oven emissions are inhalation and dermal conta
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Ozgur, Cagri. "Influence of cross-frame detailing on curved and skewed steel I-girder bridges." Diss., Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/42769.

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Curved and skewed I-girder bridges exhibit torsional displacements of the individual girders and of the overall bridge cross-section under dead loads. As a result, the girder webs can be plumb in only one configuration. If the structure is built such that the webs are plumb in the ideal no-load position, they generally cannot be plumb under the action of the structure's steel or total dead load; hence, twisting of the girders is unavoidable under dead loads. The deflected geometry resulting from these torsional displacements can impact the fit-up of the members, the erection requirements (cran
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Majtánová, Romana Viktória. "Hodnocení stavebně technického stavu objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240166.

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This work deals with construction material research office building with eighteen floors to the street Šumavská 35 in Brno with ground plan dimensions of about 25 x 25 m. The structure consists of a reinforced concrete substructure and floors of steel frame. The scope of the survey will determine the quality of concrete in vertical supporting columns at level 1. PP structures using cores and subsequent laboratory testing. Another task will be to verify the status of moorings steel perimeter columns to the building of reinforced concrete pillars at the boundary of 1st basement and 1st floor.
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Lam, Dennis, K. S. Elliott, and D. A. Nethercot. "Steel-Concrete Composite Construction with Precast Concrete Hollow Core Floor." 1999. http://hdl.handle.net/10454/5538.

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Lam, Dennis. "Composite Steel Beams with Precast Hollow Core Slabs: Behaviour and Design." 2002. http://hdl.handle.net/10454/5638.

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This article reviews the design and behaviour of composite beams with precast hollow core slabs in multi-storey buildings for gravity loading. A brief history of composite construction and introduction to precast¿composite construction is given, followed by an overview of recent research work on various factors affecting the design. This includes the push-off test procedure, the load¿slip characteristic of the headed shear studs and the design procedures for this type of construction. Finite element modelling of the headed stud shear connectors and the composite beams with precast hollow core
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El-Lobody, E., and Dennis Lam. "Modelling of headed stud in steel ¿ precast composite beams." 2002. http://hdl.handle.net/10454/5639.

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Use of composite steel construction with precast hollow core slabs is now popular in the UK,but the present knowledge in shear capacity of the headed shear studs for this type of composite construction is very limited. Currently, all the information is based on the results obtained from experimental push-off tests. A finite element model to simulate the behaviour of headed stud shear connection in composite beam with precast hollow core slabs is described. The model is based on finite element method and takes into account the linear and non-linear behaviour of all the materials. The model has
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Lam, Dennis, K. S. Elliott, and D. A. Nethercot. "Experiments on composite steel beams with precast concrete hollow core floor slabs." 2000. http://hdl.handle.net/10454/5628.

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Precast concrete hollow core floor units are frequently used in multistorey steel- framed buildings where they bear on to the top flanges of universal beams. The steel beam is normally designed in bending in isolation from the concrete slab and no account is taken of the composite beam action available with the precast units. Although some commercial data are avail- able, there is no general design guidance to cover the wide range of material and geometric variables found in this form of construction. This paper summarizes research carried out at the University of Nottingham on t
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Lam, Dennis, K. S. Elliott, and D. A. Nethercot. "Parametric study on composite steel beams with precast concrete hollow core floor slabs." 2000. http://hdl.handle.net/10454/5627.

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This paper describes the finite element modelling of steel beams acting compositely with proprietary precast hollow core slabs. A companion paper (Lam D, Elliott KS, Nethercot DA. Experiments on composite steel beams with precast hollow core floor slabs. Proceedings of the Institution of Civil Engineers: Structures and Buildings 1999; in press [1]) reports results of full scale bending tests and compression slab tests. The finite element package ABAQUS was used to extend the scope of the experimental work, by first demonstrating that a 2-dimensional plane stress analysis is sufficiently
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Books on the topic "Steel construction code"

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A, Gorges Julie, ed. Residential steel design and construction: Energy efficiecy, cost savings, code compliance. McGraw-Hill, 1998.

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Committee, American Welding Society Structural Welding. Structural welding code -- reinforcing steel: Including metal inserts and connections in reinforced concrete construction. American Welding Society, 1997.

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Marshall, Peter William. Design of welded tubular connections: Basis and use of AWS code provisions. Elsevier, 1992.

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Maddock, Bill. Verification of CSA Code for fixed offshore steel structures. Environmental Studies Research Funds, 1992.

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Rice, Paul F. Structural design guide to the ACI building code. 3rd ed. Van Nostrand Reinhold, 1985.

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American Society of Mechanical Engineers. Winter Meeting. Fatigue initiation, propagation, and analysis for code construction: Presented at the Winter Annual Meeting of the American Society of Mechanical Engineers, Chicago, Illinois, November 27-December 2, 1988. ASME, 1988.

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Gorges, Julie A., and John H. Hacker. Residential Steel Design and Construction: Energy Efficiency, Cost Savings, Code Compliance. McGraw-Hill Professional Publishing, 1997.

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Gorges, Julie A., and John H. Hacker. Residential Steel Design and Construction: Energy Efficiency, Cost Savings, Code Compliance. McGraw-Hill Professional Publishing, 1997.

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Manual of Steel Construction : Connections (Volume 2/With Code of Standard Suppliment). 9th ed. Amer Inst of Steel Construction, 1992.

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American Welding Society. Structural Welding Committee., American Welding Society. Technical Activities Committee., and American National Standards Institute, eds. Structural welding code--reinforcing steel: Including metal inserts and connections in reinforced concrete construction. 6th ed. American Welding Society, 2005.

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Book chapters on the topic "Steel construction code"

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Yu, C., and H. Chen. "Recent code development and design standards for cold-formed steel structures." In Recent Trends in Cold-Formed Steel Construction. Elsevier, 2016. http://dx.doi.org/10.1016/b978-0-08-100160-8.00002-5.

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Melkumyan, Mikayel G. "Original and Innovative Structural Concepts for Design, Non-Linear Analysis, and Construction of Multi-Story Base Isolated Buildings." In Architecture and Design. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-7314-2.ch037.

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Seismic isolation of structures is becoming a more common method of providing protection from earthquake damage. Starting from 1994, 53 buildings and structures have been designed by the author of this chapter with application of base or roof isolation systems. Of these designed buildings, the total number of already constructed and retrofitted buildings has reached 45. The number of seismically isolated buildings per capita in Armenia is one of the highest in the world. Together with that seismic isolation laminated rubber-steel bearings (SILRSBs) different by their shape and dimensions, as well as by damping (low, medium and high) were designed and about 5000 SILRSBs were manufactured in the country, tested locally and applied in construction. since 2003 seismic isolation technologies were designed and then extensively applied in construction of multi-story buildings. these are: base isolated residential complexes, business centers, hotels, schools, and hospital buildings. Original and innovative structural concepts, including the new approach on installation of seismic isolation rubber bearings by clusters, were developed and designed for construction of these base isolated buildings and they are described in the given chapter. The advantages of this approach are listed and illustrated by the examples. It is mentioned that suggested new structural solutions in seismic isolation are bringing to significant savings in construction cost. The earthquake response comparative analyses were carried out for some of the considered buildings in two versions (i.e., when the buildings are base isolated and when they are fixed base). Several histories were used in the analyses and for both cases the buildings were analyzed also according to the requirements of the Armenian Seismic Code. Comparison of the obtained results indicates the high effectiveness of the proposed structural concepts of isolation systems and the need for further improvement of the Seismic Code provisions regarding the values of the reduction factors. A separate section in the chapter dedicated to the design of high damping laminated rubber-steel bearings and to results of their tests.
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Pipinato, A. "Steel bridges: Codes, design specifications and construction issues." In Bridge Maintenance, Safety, Management and Life Extension. CRC Press, 2014. http://dx.doi.org/10.1201/b17063-293.

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Krishan, Anatoly. "Bearing Capacity of Concrete Filled Steel Tube Columns." In Sustainable Concrete [Working Title]. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.99650.

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Concrete filled steel tubes columns of circular cross section (CFST) have significant constructive, technological, economic advantages. Therefore, CFST are increasingly used in construction practice. Due to the complex nature of CFST load resistance, regulations of the Europe, Australia, Brazil, India, Canada, China, the USA, Japan, and of a number of other countries recommend using empirical formulas for calculating their bearing capacity. Despite the large number of the experiments, serving as a basis for these formulas, they do not always allow to obtain valid results. Besides, these methods, as a rule, do not allow the calculations of compressed CFST elements, which have any differences from a “classical” design, for example, the presence of a high-strength rod and (or) spiral reinforcement, various types of concrete, the effect of preliminary lateral compression of a concrete core, etc. The purpose of this monograph is to propose the method of deformation calculation of the bearing capacity of compressed CFST elements under short-term load action based on the phenomenological approach and the theoretical positions of reinforced concrete mechanics.
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Bennett, Peggy D. "Rethinking student success." In Teaching with Vitality. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780190673987.003.0004.

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In today’s education, occupational (economic) life is the focus of our attention. We want every child to succeed, and this has come to mean that every child should be pre­pared for college and the sort of work that requires a col­lege education. What of all the children who will become bus and truck drivers, retail sales clerks, appliance repair people, construction workers, materials handlers, heavy equipment operators, railway engineers and conductors, house painters, plumbers, bakers, farm workers, beauti­cians, postal workers, cooks, waiters, hotel clerks, house and office cleaners, auto mechanics and sales people, dog and horse groomers, telephone/ electric line work­ers, prison guards, hospital attendants, grounds keepers, maintenance workers, managers of laundromats and dry cleaning shops, installers of burglar alarms, carpet layers, window washers, steel workers, fishermen, sailors, cater­ers, cashiers, chimney sweeps, roofers, makers of china and glassware, decorators, musicians, florists, entertainers, moving men . . . and what would happen to our society if no one were willing to do this work? Do these people represent failures of schooling, or do we fail them when we lead them to believe that only economic success is suc­cess? Teachers and parents can lose perspective when achievement is narrowly defined. What messages are we sending students when grades, test scores, and academic achievement are the criteria for “success” during their twelve plus years of schooling? Many students who struggle in school thrive in their families, communities, and jobs once they leave school. For some, leav­ing school may be the first time they experience real success and a sense of personal, task- related satisfaction. As we teach them and before they leave us, have we given these “non- achieving” students hope that they will have the tenacity to excel? Confidence that they will find their path? Courage to trust their ability to figure it out? Many students struggle with undiagnosed anomalies that limit their capacity to learn school subjects. For those students whose minds cannot adjust to the “book learning” of schools, do we still communicate that we want the best for them? Do we let them know that they are worthy of our support and encourage­ment for their future? Do we let students know they are valued whether or not they meet our academic expectations?
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Conference papers on the topic "Steel construction code"

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Bridge, Russell Q., and Mark Patrick. "New Aspects of the Australian Composite Code." In Composite Construction in Steel and Concrete IV Conference 2000. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)73.

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Leskelä, Matti V. "Finnish Code Provisions for the Design of the Hollow Core Slabs Supported on Beams." In Fifth International Conference on Composite Construction in Steel and Concrete. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)20.

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Hanswille, Gerhard. "The New German Design Code for Composite Bridges." In Fifth International Conference on Composite Construction in Steel and Concrete. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)2.

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Beaulieu, Denis, D. J. Laurie Kennedy, and André Picard. "The Canadian Highway Bridge Design Code Approach to the Design of Composite Beams and Girders." In Composite Construction in Steel and Concrete IV Conference 2000. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)1.

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Ancelet, Olivier, Thierry Lebarbe´, Sophie Dubiez-Le Goff, Dominique Bonne, and Odile Ge´lineau. "Material Report in Support to RCC-MRx Code 2010: Stainless Steel Parts and Products." In ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57852.

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This paper presents the Material Report dedicated to stainless steels parts and products issued by AFCEN (Association Franc¸aise pour les re`gles de Conception et de Construction des Mate´riels des Chaudie`res Electro-Nucle´aires) in support to RCC-MRx 2010 Code. The RCC-MRx Code is the result of the merger of the RCC-MX 2008, developed in the context of the research reactor Jules Horowitz Reactor project, in the RCC-MR 2007, which set up rules applicable to the design of components operating at high temperature and to the Vacuum Vessel of ITER (a presentation of RCC-MRx 2010 Code is the subje
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Hill, Ralph S. "A Life-Cycle Risk-Informed Systems Structured Nuclear Code." In 10th International Conference on Nuclear Engineering. ASMEDC, 2002. http://dx.doi.org/10.1115/icone10-22739.

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Current American Society of Mechanical Engineers (ASME) nuclear codes and standards rely primarily on deterministic and mechanistic approaches to design. The design code is a separate volume from the code for inservice inspections and both are separate from the standards for operations and maintenance. The ASME code for inservice inspections and code for nuclear plant operations and maintenance have adopted risk-informed methodologies for inservice inspection, preventive maintenance, and repair and replacement decisions. The American Institute of Steel Construction and the American Concrete In
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Asayama, Tai, Koji Dozaki, Tomomi Otani, Takanari Inatomi, and Masanori Ando. "Development of 2012 Edition of JSME Code for Design and Construction of Fast Reactors: (1) Overview." In ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-98061.

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This paper presents the main features of 2012 Edition of JSME (Japan Society of Mechanical Engineers) Code for Design and Construction of Fast Reactors (JSME FR Code). The first edition of the JSME FR Code was published in 2005 based on the requirements that had been applied to the Japanese Prototype Fast Breeder Reactor Monju. The latest 2012 Edition incorporated 316FR stainless steel and Mod.9Cr-1Mo steel of which application to the Japanese demonstration fast reactors is expected. 316FR is a low-carbon nitrogen added fast reactor grade 316SS which has been developed in Japan. Allowable stre
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Lejano, Bernardo A. "C-section Cold-Formed Steel as Structural Members in Housing Construction in the Philippines." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0235.

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&lt;p&gt;Getting good lumber for housing construction is becoming difficult in the Philippines due to existing partial log ban. Although, the use of reinforced concrete is still the most popular in construction, an emerging alternative is the use of cold-formed steel (CFS). It is gaining popularity because of its high strength-to- weight ratio. However, information about the structural performance of locally-produced cold-formed steel is almost nonexistent. Although, design provisions are stipulated in the local Code, these are based on formulas developed abroad, hence the need to investigate
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McKinnon, Colin, David J. Miles, and Raymond N. Burke. "Code Compliance of a New Metallic Composite Pipeline." In 2010 8th International Pipeline Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/ipc2010-31254.

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The composite pipe system, known as XPipe™, is a steel strip laminate technology which uses high-performance adhesives to manufacture a metallic composite pipe. It offers a new method of low cost pipeline construction suitable for onshore gas and oil pipelines in a variety of configurations. The pipe is based on a thin wall liner that provides the fluid containment, the material of which will vary according to service requirements. Fusion bonded epoxy (FBE) coated martensitic ultra-high strength steel strips are then pre-formed and helically wound around the liner to form a laminated high stre
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Detemple, Ingo, Bastian Philippi, and Jörg Maffert. "Utilisation Limits of 1¼Cr½Mo (SA387-11-2) Steel in High Plate Thickness." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21461.

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Abstract Technical requirements for petrochemical reactor steels have proliferated in the last decade. The need to increase economic benefits together with higher operating temperatures and pressures are leading to the construction of higher capacity reactors with thicker walls. Also, more and more severe and sometimes conflicting requirements in these specifications make it difficult, to derivate a steel design, e.g. in terms of chemical composition and processing parameters, for an optimized balance between quality demands and economical aspects. The design of pressure vessel for petrochemic
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