NUMERICAL STUDY ON YIELDING BEHAVIOUR OF NET CROSS SECTION OF HIGH STRENGTH BOLTED FRICTION TYPE JOINTS WITH THICK PLATES AND MANY BOLTS

Author:

PENG Xue,YAMAGUCHI Takashi,TAKAI Toshikazu

Publisher

Japan Society of Civil Engineers

Reference10 articles.

1. 1) 日本道路協会:道路橋示方書・同解説,II 鋼橋編,2012.3.

2. 2) 秋山寿行,西村宣男:曲げを受ける鋼 I 桁高力ボルト継手のすべり機構と限界強度の評価,鋼構造年次論文報告集,Vol. 4, pp. 287-294, 1996.11.

3. 3) 日本建築学会:鋼構造接合部設計指針,第2版,2006.3.

4. 4) Dassault Systemes : Abaqus 6.9jaオンラインドキュメンテーション, 2009.8.

5. 5) 彭雪,山口隆司,高井俊和,村越潤,澤田守:厚板多列高力ボルト摩擦接合継手の構造諸元がすべり挙動に与える影響に関する解析的研究,土木学会論文集,Vol. 69, No. 3, pp. 452-466, 2013.

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1. Advancement of Eddy Current Based Evaluation of Axial Force of High-Strength Bolts;IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures;2022

2. Analytical Study on Slip Strength of Long Bolted Joint Combing with Bearing Type Bolts;IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation;2022

3. CONSTRUCTION OF REMAINING AXIAL FORCE EVALUATION METHOD BASED ON EDDY CURRENT MEASUREMENT;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2022

4. LOAD TRANSFER CHARACTERISTIC OF HIGH STRENGTH BOLTED FRICTIONAL JOINT IN AFTER-SLIP BEHAVIOR FOCUSED ON TENSILE YIELDING OF PLATE;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2020

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