Dynamic Behaviour and Catenary Action of Axially-restrained Steel Beam Under Impact Loading

Abstract In this paper, the dynamic response and catenary action of axially restrained steel beam under impact loadings is examined through a combination of experimental and numerical investigations. The results of six impact tests on the axially restrained welded H-beams by means of the drop hammer test machine are presented. The main behavioural patterns and the key response characteristics including the development of impact force, deformation and strain, as well as failure modes are examined, with emphasis on the effect of impact energy and the width to thickness ratio of beam flange. Finite element models are also developed and validated against the available testing results. It is demonstrated that the detailed FE model can reasonably capture the response of the welded H-beams under impact loadings. Moreover, the mechanism of catenary action was identified based on the development of the internal force in the welded H-beams.

[1]  D. Agard,et al.  Microtubule nucleation by γ-tubulin complexes , 2011, Nature Reviews Molecular Cell Biology.

[2]  Donald O. Dusenberry,et al.  Best Practices for Reducing the Potential for Progressive Collapse in Buildings | NIST , 2007 .

[3]  Frank J. Vecchio,et al.  Effects of Shear Mechanisms on Impact Behavior of Reinforced Concrete Beams , 2009 .

[4]  Min Yu,et al.  The influence of joints and composite floor slabs on effective tying of steel structures in preventing progressive collapse , 2010 .

[5]  He Qing-feng,et al.  Experimental Study on Collapse-Resistant Behavior of RC Beam-Column Substructure considering Catenary Action , 2008 .

[6]  Jinkoo Kim,et al.  Evaluation of progressive collapse potential of steel moment frames considering catenary action , 2009 .

[7]  J. L. Liu Preventing progressive collapse through strengthening beam-to-column connection, Part 2: Finite element analysis , 2010 .

[8]  Kyungkoo Lee,et al.  Simplified nonlinear progressive collapse analysis of welded steel moment frames , 2009 .

[9]  Hong Chen,et al.  Explosion and Fire Analysis of Steel Frames Using Mixed Element Approach , 2005 .

[10]  Wei Wang,et al.  Effect of beam web bolt arrangement on catenary behaviour of moment connections , 2015 .

[11]  Kazunori Fujikake,et al.  Impact Response of Reinforced Concrete Beam and Its Analytical Evaluation , 2009 .

[12]  Xiao Yan Dynamic behaviors of hot-rolled steel beams under drop weight impact loading , 2011 .

[13]  Feng Fu,et al.  Progressive collapse analysis of high-rise building with 3-D finite element modeling method , 2009 .

[14]  N Jones,et al.  A Theoretical Study of the Lateral Impact of Fully Clamped Pipelines , 1992 .

[15]  Amr S. Elnashai,et al.  An integrated adaptive environment for fire and explosion analysis of steel frames — Part II:: verification and application , 2000 .

[16]  Hamid Valipour,et al.  An efficient compound-element for potential progressive collapse analysis of steel frames with semi-rigid connections , 2012 .

[17]  David A. Nethercot,et al.  Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework , 2008 .

[18]  P. S. Symonds,et al.  SURVEY OF METHODS OF ANALYSIS FOR PLASTIC DEFORMATION OF STRUCTURES UNDER DYNAMIC LOADING , 1967 .

[19]  G. R. Johnson,et al.  A CONSTITUTIVE MODEL AND DATA FOR METALS SUBJECTED TO LARGE STRAINS, HIGH STRAIN RATES AND HIGH TEMPERATURES , 2018 .

[20]  G. Cowper,et al.  STRAIN-HARDENING AND STRAIN-RATE EFFECTS IN THE IMPACT LOADING OF CANTILEVER BEAMS , 1957 .

[21]  J. L. Liu Preventing progressive collapse through strengthening beam-to-column connection, Part 1: Theoretical analysis , 2010 .

[22]  N. Null Minimum Design Loads for Buildings and Other Structures , 2003 .

[23]  Fahim Sadek,et al.  Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario , 2011 .