국내 최대 기계 및 로봇 연구정보

공학설계D/B

공학설계D/B 게시판 내용
Volume Title	Structures
Volume No	Local buckling - panels with various stringer sections, corrugated sandwich panels. Bolted joints - club-foot fittings, load distribution, torque/tension relation, lugs.
DATA Title	Analysis of pretensioned bolted joints subject to tensile (separating) forces.
DATA Item	85021
KEYWORD	bolt, deflection, design, fatigue, joint, loading, path, pretension, separation, stiffness, strength
ISBN	0 85679 527 5
ABSTRACT	By using an idealised joint model, the concept of a load/deflection diagram is developed to show the influence of pretensioning through to joint separation. That analysis is then built on to show how the load paths may be determined in a practical joint, including the effects of prying apart when the load is off-set from the fastener axis, dimensional tolerances on squareness and flatness of the components, fastener yielding, level of pretension, and changes in materials properties with temperature. Guidance is included on estimating the stiffness contribution made by each component of the joint and, in particular, to assist in rapid calculation of the feet, graphs are provided. Factors governing the selection of fastener size, avoidance of separation, and fatigue loading of the fastener are explained. Sketches illustrate the influence of bolt size and material, hinge point position, washer and plate and foot thicknesses, load, and other parameters on pretension values for bolt yielding and joint separation. Two extensive practical worked examples illustrate the use of the methods. A program of the method, ESDUpac A8521, is provided on disc (uncompiled) in the software volume and compiled within ESDUview, a user-friendly shell running under MS DOS that prompts on screen for input data. The program treats any combination of material properties, washers of different design on either end of the bolt, plates between the feet or layered over the feet and under the bolt head or nut, and non-standard features such as Belleville washers represented by their stiffness.