Moment-capacity and rotational stiffness of endplate connections to concrete-filled tubular columns with flowdrilled connectors
JE France, JB Davison, PA Kirby - Journal of Constructional Steel Research, 1999 - Elsevier
A test programme to obtain experimental data on the behaviour of endplate beam to column
connections has been conducted. The reported tests concern joints made between universal
beams and tubular columns using endplates bolted directly to the column face with ordinary
bolts screwed into threaded holes formed using the flowdrill process. Results obtained from
tests are presented in a series of three papers; this final paper reports tests conducted with
concrete-filled tubes and the results are compared with those from a parallel series of tests …
connections has been conducted. The reported tests concern joints made between universal
beams and tubular columns using endplates bolted directly to the column face with ordinary
bolts screwed into threaded holes formed using the flowdrill process. Results obtained from
tests are presented in a series of three papers; this final paper reports tests conducted with
concrete-filled tubes and the results are compared with those from a parallel series of tests …
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