THE EXPERIMENTAL STUDY OF THE ELASTO-PLASTIC BEHAVIOR OF HIGH-TESILE-BOLTED FRICTION JOINTS AND OF BEAMS WITH SUCH JOINTS (Part-1) : Cyclic bending tests on beam joints

DOI Web Site Web Site

Bibliographic Information

Other Title
  • 高力ボルト摩擦接合ならびに同接合法による梁継手の弾塑性性状とその安全性に関する実験的研究 (1) : 梁継手の繰返し曲げ荷重試験
  • 高力ボルト摩擦接合ならびに同接合法による梁継手の弾塑性性状とその安性全に関する実験的研究-1-梁継手の繰返し曲げ荷重試験
  • コウリョク ボルト マサツ セツゴウ ナラビニ ドウ セツゴウホウ ニ ヨル リョウツギテ ノ ダン ソセイ セイジョウ ト ソノ アンセイ ゼン ニ カンスル ジッケンテキ ケンキュウ 1 リョウツギテ ノ クリカエシ マゲ カジュウ シケン

Search this article

Description

This report shows one of the experimental results as for elastoplastic behavior of I-section beams with high-tensile-bolted joints under repeated pure bending. Some of the results of the study are as follows : 1) The rigity of high-teusile-bolt-jointed beams is very high as compared with rivet-jointed beams and is almost the same as a jointless beam. 2) The load at the first major slip of high-tensile-bolt-jointed beams is higher than the computed value. 3) The load-deflection curves of high-tensile-bolt-jointed beams show a peculiar saw-tooth form after the initial slip. 4) The load at first major slip tends to decrease with repetition of loading. 5) The clamping force in the bolts tends to decrease with increasing load, the amount of reduction being most pronounced at the flanges in tension.

Journal

Details 詳細情報について

Report a problem

Back to top