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Design Guide for Concrete-filled Double Skin Steel Tubular Structures

Design Guide for Concrete-filled Double Skin Steel Tubular Structures

Lin-Hai Han; Dennis Lam; David Nethercot

Taylor Francis Ltd
2021
nidottu
This is the first design guide on concrete filled double skin steel tubular (CFDST) structures. It addresses in particular CFDST structures with plain concrete sandwiched between circular hollow sections, and provides the relevant calculation methods and construction provisions for CFDST structures. These inherit the advantages of conventional concrete-filled steel tubular (CFST) structures, including high strength, good ductility and durability, high fire resistance and favourable constructability. Moreover, because of their unique sectional configuration, CFDST structures have been proved to possess lighter weight, higher bending stiffness and better cyclic performance than conventional CFST. Consequently CFDST can offer reduced concrete consumption and construction costs. This design guide is for engineers designing electrical grid infrastructures, wind power towers, bridge piers and other structures requiring light self-weight, high bending stiffness and high bearing capacity.
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Design Guide for Concrete-filled Double Skin Steel Tubular Structures

Design Guide for Concrete-filled Double Skin Steel Tubular Structures

Lin-Hai Han; Dennis Lam; David Nethercot

CRC Press
2018
sidottu
This is the first design guide on concrete filled double skin steel tubular (CFDST) structures. It addresses in particular CFDST structures with plain concrete sandwiched between circular hollow sections, and provides the relevant calculation methods and construction provisions for CFDST structures. These inherit the advantages of conventional concrete-filled steel tubular (CFST) structures, including high strength, good ductility and durability, high fire resistance and favourable constructability. Moreover, because of their unique sectional configuration, CFDST structures have been proved to possess lighter weight, higher bending stiffness and better cyclic performance than conventional CFST. Consequently CFDST can offer reduced concrete consumption and construction costs. This design guide is for engineers designing electrical grid infrastructures, wind power towers, bridge piers and other structures requiring light self-weight, high bending stiffness and high bearing capacity.
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Theory of Concrete-Filled Steel Tubular Structures

Theory of Concrete-Filled Steel Tubular Structures

Lin-Hai Han

SPRINGER VERLAG, SINGAPORE
2023
sidottu
This textbook focuses on concrete-filled steel tubular structures formed by placing concrete inside the steel tube. It deals with the mechanical essence of concrete-filled steel tubular members in compression/tension, bending, torsion, shear and the combined effects, the working mechanism of concrete-filled steel tubular members under long-term load, cyclic load, fire exposure and post-fire exposure, and proposes practical design methods based on experimental and theoretical studies and parametric analysis. The content addresses some key technical issues of concrete-filled steel tubular members, such as the mechanical properties of steel and core concrete, the shrinkage and creep of core concrete, the bonding behavior between steel tube and core concrete, the limiting values for the initial stress of steel tube caused by construction load and the void of core concrete, the protective design of concrete-filled steel tubular members under chloride corrosive environment and impactloading, etc. This textbook also discusses the technology and design principles of concrete-filled steel tubular hybrid structures.
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Theory of Concrete-Filled Steel Tubular Structures

Theory of Concrete-Filled Steel Tubular Structures

Lin-Hai Han

SPRINGER VERLAG, SINGAPORE
2024
nidottu
This textbook focuses on concrete-filled steel tubular structures formed by placing concrete inside the steel tube. It deals with the mechanical essence of concrete-filled steel tubular members in compression/tension, bending, torsion, shear and the combined effects, the working mechanism of concrete-filled steel tubular members under long-term load, cyclic load, fire exposure and post-fire exposure, and proposes practical design methods based on experimental and theoretical studies and parametric analysis. The content addresses some key technical issues of concrete-filled steel tubular members, such as the mechanical properties of steel and core concrete, the shrinkage and creep of core concrete, the bonding behavior between steel tube and core concrete, the limiting values for the initial stress of steel tube caused by construction load and the void of core concrete, the protective design of concrete-filled steel tubular members under chloride corrosive environment and impactloading, etc. This textbook also discusses the technology and design principles of concrete-filled steel tubular hybrid structures.
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Concrete-filled Tubular Members and Connections

Concrete-filled Tubular Members and Connections

Xiao-Ling Zhao; Lin-Hai Han; Hui Lu

CRC Press
2010
sidottu
Using steel and concrete together utilizes the beneficial material properties of both elements. Concrete filled steel tubes represent a good example of a concrete – steel composite structure, and are particularly useful as columns in high rise buildings and bridge piers. They can be used in a range of fields, from civil and industrial construction through to the mining industry. Several aspects of concrete filled tubes have received little coverage in existing design standards, design guides or relevant books, but are addressed here: construction methods or quality and their effect on performance, confinement, creep effects, pre-load effects, size effects, seismic behaviour and post-fire behaviour, worked examples under practical conditions, numerical simulations, mechanics models, concrete-filled double skin tubes, SCC(self-consolidating concrete)-filled tubes, HPHSC (high performance high strength concrete)-filled tubes, high strength steel and thin-walled tubes filled with concrete, and fiber reinforced polymer strengthening of concrete filled tubes.This book not only summarizes the research performed to date on concrete-filled tubular members and connections but also compares the design rules in various standards (Eurocode 4, AISI-LRFD, ACI, AIJ and Chinese Standard), and provides design examples. An invaluable guide for professionals and a detailed source of information for graduate students and beyond.
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Concrete-filled Tubular Members and Connections

Concrete-filled Tubular Members and Connections

Xiao-Ling Zhao; Lin-Hai Han; Hui Lu

CRC Press
2017
nidottu
Using steel and concrete together utilizes the beneficial material properties of both elements. Concrete filled steel tubes represent a good example of a concrete – steel composite structure, and are particularly useful as columns in high rise buildings and bridge piers. They can be used in a range of fields, from civil and industrial construction through to the mining industry. Several aspects of concrete filled tubes have received little coverage in existing design standards, design guides or relevant books, but are addressed here: construction methods or quality and their effect on performance, confinement, creep effects, pre-load effects, size effects, seismic behaviour and post-fire behaviour, worked examples under practical conditions, numerical simulations, mechanics models, concrete-filled double skin tubes, SCC(self-consolidating concrete)-filled tubes, HPHSC (high performance high strength concrete)-filled tubes, high strength steel and thin-walled tubes filled with concrete, and fiber reinforced polymer strengthening of concrete filled tubes.This book not only summarizes the research performed to date on concrete-filled tubular members and connections but also compares the design rules in various standards (Eurocode 4, AISI-LRFD, ACI, AIJ and Chinese Standard), and provides design examples. An invaluable guide for professionals and a detailed source of information for graduate students and beyond.
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The Forest of Changes: The Jiao Shi Yi Lin, a Han Dynasty Divination Manual

The Forest of Changes: The Jiao Shi Yi Lin, a Han Dynasty Divination Manual

Christopher Gait

Createspace Independent Publishing Platform
2016
nidottu
The Forest of Changes (Jiao Shi Yi Lin) is a Han Dynasty book of divination based on the Yi Jing. It expands the 64 hexagrams of the Yi Jing into 4096 verses, with one verse for each possible combination of two hexagrams. The work was created in the latter part of the Western Han or during the reign of Wang Mang. Much more than a diviners' tool, it contains numerous important insights into early Chinese culture, religion, history, myth and philosophy. This is the first translation of the entire work into a western language.Note Now available: The Merchant's and Traveler's Forest of Changes. This is the first of three volumes in the Forest of Changes Oracle series, a resyncing of the Forest to the Yi Jing to create a working oracle. See my author's page for details.
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Elliptic Partial Differential Equations

Elliptic Partial Differential Equations

Qing Han; Fanghua Lin

American Mathematical Society
2011
nidottu
This volume is based on PDE courses given by the authors at the Courant Institute and at the University of Notre Dame, Indiana. Presented are basic methods for obtaining various a priori estimates for second-order equations of elliptic type with particular emphasis on maximal principles, Harnack inequalities, and their applications. The equations considered in the book are linear; however, the presented methods also apply to nonlinear problems. This second edition has been thoroughly revised and in a new chapter the authors discuss several methods for proving the existence of solutions of primarily the Dirichlet problem for various types of elliptic equations.
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Coupled Thermo-Electro-Mangneto-Mechanical Cracking of Non-Homogenous Media

Coupled Thermo-Electro-Mangneto-Mechanical Cracking of Non-Homogenous Media

Bao-Lin Wang; Jie-Cai Han; Shan-Yi Du

Nova Science Publishers Inc
2008
sidottu
In recent years, among numerous advanced composite materials, non-homogeneous materials, such as functionally graded materials and laminated media, have received considerable attention in the field of structural design subjected to external thermo-electro-mechanical loads. Such non-homogeneous materials are composed of two or more materials of different properties or functions. The gradual change of properties can be tailored to different applications and service environments. It is possible with these materials to obtain a combination of properties that cannot be achieved in conventional monolithic materials. A typical example of non-homogeneous materials is the composites fabricated by combining piezoelectric ceramics with other materials. Such non-homogeneous materials are usually used for constructions of intelligent systems. The thermo-electro-mechanical properties of these advanced materials change with spatial positions. The knowledge of fracture behaviour of non-homogeneous materials is important in order to evaluate their structural integrity. A key feature of fracture which distinguishes non-homogeneous materials from homogeneous materials is that the resistance of the former to fracture and damage tolerance varies spatially. Consequently, analyses of fracture in non-homogeneous materials are considerably more complex than in the corresponding homogeneous case of the same specimen and crack geometry subjected to the same loading conditions. Associated complications involving spatially varying material constants have demanded the re-examination of the elastic crack problem. This book brings together the diverse achievements in the field.
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