Beam to Square Steel Tube Endplate Connection Using Thread-Fixed One-Side Bolts

Auteur
Peijun Wang, Doctor of Philosophy, is currently working as a professor and doctoral supervisor at the School of Civil Engineering, Shandong University, China. Prof. Wang engaged in the teaching and scientific research of steel structures, composite structures, fabricated structures, and long-span structures. He is the principal investigator of three national projects funded by the Natural Science Foundation of China. He is currently a member of the China Steel Structure Association and a special reviewer of more than 10 SCI and EI journals Dr. You is a lecturer at Shandong Jiaotong University, China. He researches the structural behaviour of beam to square steel tube endplate connection using Thread-fixed One-side Bolts in the fire situation.Mei Liu works at the Civil Engineering College of Shandong University in China.

Texte du rabat
Although beam-column endplate connections have been studied by many researchers and been widely used in engineering applications, the standard high strength bolts are not convenient for the bolted beam to square tube column endplate connection. The one-side bolts, which can be installed and tightened from outside of the tube column, provide a solution for beam to closed section column bolted connections. There are many types of one-side bolts, such as the Hollo bolt, the Extended Hollo bolt (EHB), the Ajax bolt, and the Flowdrill bolt. This book primarily provides research information on thread-fixed one-side bolt (TOB), which is anchored through screwed threads in the bolt hole. The behaviour of beam to square tube column endplate connection using thread-fixed one-side bolt has not been discussed in detail in other books. This book introduces the basic principles and design methods regarding the failure modes, and the design method of load carrying capacity of endplate connection using thread-fixed one-side bolts.

Contenu

1. Introduction
   
   2. Behavior of TOBs bolted sub-connection
   3. Behavior of TOBs bolted concrete-filled Endplate connection
   4. Behavior of repaired TOBs bolted Endplate connection
   5. Fire and post-fire behavior of TOBs sub-connection