正負繰返しせん断力を受ける傾斜型頭付きスタッドの力学挙動  [in Japanese] MECHANICAL BEHAVIOR OF INCLINED HEADED STUDS UNDER CYCLIC SHEAR FORCE  [in Japanese]

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Author(s)

Abstract

<p>Usually, headed studs are vertically welded in a steel surface. However, we think that composite beam using inclined headed studs improves shear stiffness and strength. In this paper, we investigated the mechanical property of connection using inclined headed studs through the test under cyclic shear load. It was found from the test results that positively inclined headed studs have higher shear stiffness and strength. And, we proposed appropriate arrangement and the direction of inclined headed stud for each of the beam and the girder. Moreover, we proposed the evaluation method of ultimate shear strength of connection using inclined headed studs.</p>

<p>Usually, headed studs are vertically welded in a steel surface. However, we think that composite beam using inclined headed studs improves shear stiffness and strength. In this paper, we investigated the mechanical property of connection using inclined headed studs through the test under cyclic shear load. It was found from the test results that positively inclined headed studs have higher shear stiffness and strength. And, we proposed appropriate arrangement and the direction of inclined headed stud for each of the beam and the girder. Moreover, we proposed the evaluation method of ultimate shear strength of connection using inclined headed studs.</p>

Journal

  • AIJ Journal of Technology and Design

    AIJ Journal of Technology and Design (58), 1069-1074, 2018-10

    Architectural Institute of Japan

Codes

  • NII Article ID (NAID)
    130007498714
  • NII NACSIS-CAT ID (NCID)
    AN10531441
  • Text Lang
    JPN
  • Article Type
    journal article
  • ISSN
    1341-9463
  • NDL Article ID
    029299454
  • NDL Call No.
    Z16-B375
  • Data Source
    NDL  J-STAGE  AIJ 
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