EXPERIMENTAL STUDY ON THE EFFECT OF THIN MORTAR LAYER AND HEADS STUDS ARRANGMENT ON HEADED STUD SHEARING FORCE
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- ASANO Takahiro
- 西日本高速道路㈱関西支社
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- ISHIDA Kento
- 大阪市立大学大学院工学研究科都市系専攻
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- YAMAGUCHI Takashi
- 大阪公立大学大学院工学研究科
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- Matsumoto Takashi
- ㈱建設技術研究所大阪本社構造部
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- ASANO Fumika
- 宮地エンジニアリング㈱技術本部
Bibliographic Information
- Other Title
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- 薄層モルタルおよび頭付きスタッドの配列が頭付きスタッドのせん断耐力に与える影響に関する実験的研究
Abstract
<p>In this study, it focused on the thin mortar layer applied to adjust the height of precast PC slab and steel girder. The effect of the thickness of thin mortar layer and the arrangement of headed stud on the shearing force of studs was examined by the push-out test. As the result, the stud shearing force lowered as the thickness of the thin mortar layer was thicker. In addition, the stud shearing force of the test specimen in which the headed studs were grouped arrangement was lower than the test specimen in which the headed studs were single arranged row. In addition, the examination was carried out for the proposal of the new design formula of the headed stud shearing force considering the thin mortar layer.</p>
Journal
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- Kou kouzou rombunshuu
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Kou kouzou rombunshuu 30 (120), 120_47-120_62, 2024-01-26
Japanese Society of Steel Construction
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Details 詳細情報について
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- CRID
- 1390298599000985216
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- ISSN
- 18840329
- 18809928
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- Text Lang
- ja
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- Data Source
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- JaLC
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- Abstract License Flag
- Disallowed