# Tubular Structures XVI

DOI link for Tubular Structures XVI

Tubular Structures XVI book

# Tubular Structures XVI

DOI link for Tubular Structures XVI

Tubular Structures XVI book

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**Tubular Structures XVI **contains the latest scientific and engineering developments in the field of tubular steel structures, as presented at the 16th International Symposium on Tubular Structures (ISTS16, Melbourne, Australia, 4-6 December 2017). The International Symposium on Tubular Structures (ISTS) has a long-standing reputation for being the principal showcase for manufactured tubing and the prime international forum for presentation and discussion of research, developments and applications in this field.

Various key and emerging subjects in the field of hollow structural sections are covered, such as: special applications and case studies, static and fatigue behaviour of connections/joints, concrete-filled and composite tubular members and offshore structures, earthquake and dynamic resistance, specification and standard developments, material properties and section forming, stainless and high-strength steel structures, fire, impact and blast response. Research and development issues presented in this topical book are applicable to buildings, bridges, offshore structures, cranes, trusses and towers.

**Tubular Structures XVI **is thus a pertinent reference source for architects, civil and mechanical engineers, designers, steel fabricators and contractors, manufacturers of hollow sections or related construction products, trade associations involved with tubing, owners or developers of tubular structures, steel specification committees, academics and research students all around the world.

## TABLE OF CONTENTS

part 1|14 pages

ISTS Kurobane lecture

chapter 1|12 pages

#### Fatigue of hollow section structures—Current research and developments

part 2|28 pages

Architecture, applications and case studies

chapter 4|8 pages

#### Preliminary report for the damaged tubular structures after the 2016 Kumamoto earthquakes

part 3|81 pages

Composite tubular structures

chapter 5|6 pages

#### Analytical behavior of square CFST short beam-columns under sustained load and chloride corrosion

chapter 6|9 pages

#### Parametric study on the flexural behaviour of circular rubberized concrete-filled steel tubes

chapter 7|6 pages

#### Capacity of high strength square hollow section steel tube filled with concrete and hardwood timber

chapter 8|9 pages

#### Eccentric compressive behavior of concrete-filled double skin steel tubes with dodecagonal section

chapter 9|6 pages

#### Rubberised concrete-filled double-skin circular tubes under axial compression

chapter 10|6 pages

#### Rubberised concrete-filled double-skin square tubes under axial compression

chapter 11|6 pages

#### Effect of using steel corner tubes on the static compressive and cyclic behavior of concrete-filled double-skin fabricated columns

chapter 12|6 pages

#### Experimental investigation of concrete-filled lean duplex stainless steel RHS stub columns

chapter 13|8 pages

#### Thermal in-plane buckling of concrete-filled steel tubular arches

chapter 14|7 pages

#### Experimental investigation of concrete-filled cold-formed steel elliptical stub columns

chapter 15|7 pages

#### Structural performance of concrete-filled double skin tubular beams with eccentric inner tubes

part 4|177 pages

Connections

chapter 16|9 pages

#### A three-parameter power model for blind bolted connection with a concrete-filled steel tube

chapter 17|7 pages

#### Tests of concrete-filled high strength steel tubular X-joints under compression

chapter 18|7 pages

#### Behavior of extended endplate connections between RHS column and H beam using slip-critical blind bolts

chapter 19|11 pages

#### An experimental and numerical study of flange plate reinforcements on a square hollow section T joint in compression

chapter 20|9 pages

#### 3D component method for welded tubular T joints

chapter 22|8 pages

#### Effect of chord tensile stress on the capacity of RHS K joints with gap in real girders

chapter 23|8 pages

#### Experimental evaluation of moment-rotation response of an innovative modular beam-to-fabricated column connection

chapter 24|6 pages

#### Influence of chord wall interaction on stress concentrations of square bird-beak SHS X-joints

chapter 25|8 pages

#### Punching shear behaviour and design of an innovative connection between steel tubular column to flat concrete slab

chapter 26|8 pages

#### Laser tube cutting—Comparison of new types of K-joints and their SCF with standard solutions

chapter 27|8 pages

#### High strength steel tubular X-joints—an experimental insight under axial compression

chapter 28|7 pages

#### Contributions of welded web to rotational stiffness and bending moment capacity of ‘I beam-RHS column’ joints

chapter 29|7 pages

#### Application of the component method to bolted endplate composite beam-to-CFST column joints

chapter 30|7 pages

#### Engineering approaches to estimate effective notch stresses for welded circular hollow section joints

chapter 31|8 pages

#### Numerical analysis of concrete-encased tubular base connections

chapter 32|8 pages

#### Damage analysis of doubler plate reinforced T-joints under uniaxial tensile load based on stress triaxiality

chapter 33|8 pages

#### Strength estimation of CHS column to H-beam connections stiffened by exterior diaphragms

chapter 34|6 pages

#### Effect of reinforcement on punching shear strength in embedded column base connections

chapter 35|9 pages

#### Axial compressive strength of CHS T-joints reinforced with external stiffening rings

chapter 36|7 pages

#### Compressive strength of square hollow section T-joints reinforced with novel collar-plate

part 5|120 pages

Extreme loading

chapter 37|6 pages

#### Post-fire behavior of cold-formed ultra-high strength steel tubular stub columns

chapter 38|6 pages

#### Eurocode 4 based method for the fire design of concrete-filled steel tubular columns

chapter 39|6 pages

#### Thermal behavior of connections between concrete-filled steel tubular columns and slim-floors subjected to fire

chapter 40|9 pages

#### Behaviour and design of a continuous concrete-filled steel tubular column in fire for a multi-storey building

chapter 41|8 pages

#### Behavior of T and X joints of elliptical hollow sections at both ambient and high temperatures

chapter 42|8 pages

#### Behaviour of hexagonal concrete-encased CFST columns under cyclic bending

chapter 43|8 pages

#### Cyclically strained grade 800 and 1200 steel tube materials

chapter 44|8 pages

#### Behaviour of double headed anchored blind bolt under cyclic loading

chapter 45|8 pages

#### Experimental testing of tube-based seismic collar connections under cyclic loads

chapter 46|7 pages

#### Cumulative damage of notched specimens with brittle fracture under cyclic loading

chapter 48|7 pages

#### Numerical modelling of FRP-concrete-steel double-skin tubular columns under blast loading

chapter 49|5 pages

#### Rate and temperature dependent relations for CFSTs subject to post-impact fire conditions

chapter 50|7 pages

#### CFRP-wrapped hollow steel tubes under axial impact loading

chapter 51|6 pages

#### FE modeling of FRP strengthened CHS members subjected to lateral impact

chapter 52|8 pages

#### Experimental study on anti-impact performance of RHST and PCFST columns under lateral impact

part 6|34 pages

Fatigue

chapter 55|4 pages

#### Fatigue behavior of CFDST chord to CHS brace T-joints

chapter 56|6 pages

#### Investigation on stress concentration factor in concrete-filled steel tubular T-joints under out-of-plane bending moment

chapter 57|8 pages

#### Fatigue behavior of diamond bird-beak T-joints and design recommendations

part 7|44 pages

Numerical modelling

chapter 58|8 pages

#### Partial interaction analysis of multi-component members with the D-GBT approach

chapter 59|8 pages

#### Direct strength prediction of innovative corrugated columns

chapter 60|6 pages

#### Numerical investigation on static strength of CHS X-joints using S700 and S900 steel

chapter 61|5 pages

#### FE modeling techniques for hot spot stress analysis of diamond bird-beak SHS joints

chapter 62|7 pages

#### Numerical investigation into the behaviour of HSS beam-columns strengthened using CFRP plates

chapter 63|6 pages

#### Elliptical hollow steel cantilever members under ELCF load along major axis using finite element analysis

part 8|46 pages

Stainless and high strength steel structures

chapter 64|9 pages

#### Design of stainless steel CHS beam-columns

chapter 65|9 pages

#### Design of ferritic stainless steel tubular sections subjected to concentrated bearing load

chapter 66|8 pages

#### Structural behaviour of stainless steel tubular columns

chapter 67|8 pages

#### Experimental study for the effect of fabrication process on strength of high strength steel box column

chapter 68|8 pages

#### Strength and ductility predictions of stiffened box sectional columns made of high strength steel

part 9|98 pages

Tubular sections and members

chapter 69|8 pages

#### Experimental study on cold-formed steel semi-oval hollow section columns

chapter 70|9 pages

#### On the post-buckling behaviour and imperfection sensitivity of regular convex polygonal columns

chapter 71|6 pages

#### Structural behaviour of octagonal tubular steel stub columns under uniaxial compression

chapter 72|8 pages

#### Residual stress distribution in cold-rolled curved steel rectangular hollow sections

chapter 73|12 pages

#### Experimental study on the compressive behavior of circular steel tube confined UHPC columns

chapter 74|9 pages

#### Buckling of multiple outside geometry (MOG) hollow sections

chapter 75|9 pages

#### Identification of parameters for continuum damage mechanics of ductile damage evolution of cold formed Grade C450 steel rectangular hollow sections

chapter 76|9 pages

#### Predicted behaviour of cold formed Grade C450 rectangular hollow sections under tensile or compression loads

chapter 77|6 pages

#### Leak-before-break (LBB) analysis and failure processes for small-diameter cast iron pipes

chapter 78|7 pages

#### Circular hollow section joint fabrication using laser cutting technology: Tolerance assessment

chapter 79|6 pages

#### Propagation of buckling mechanisms of pipe-in-pipe systems under external pressure

part 10|55 pages

Welding