The bolted gusset plate connections are discussed in detail since they include shear fracture, which is typically challenging to simulate. The influence of lode angle parameter (deviatoric stress portion) on the fracture phenomena is found to be significant and varies with stress states, as well as...
Capacity analysis of gusset plate connections using Whitmore, block shear, global section shear, and finite element models Eng Struct (2013) C.Fanget al. Block shear strength of coped beams with single-sided bolted connection J Construct Steel Res ...
FINITE ELEMENT ANALYSIS OF GUSSET PLATE CONNECTION DESIGN FOR COLD-FORMED STEEL FRAMES The application of cold-formed steel sections has been extended from secondary members to primary structural members in recent years. This increases the us... A Ng,YH Lee,T Ting,... - 《Journal of Civil En...
The effect of the connecting gusset plate on the capacity of the apex connection was investigated. The main target of the gusset plate is to collect the force (stresses) in the two cold formed channels rafter and transmits them to the other side of rafter. In general and as shown in Figu...
Slotted holes instead of round holes are used for the connection such that frictional sliding could be developed. Experimentally, a standard bolt–weld connection as well as three similar slotted bolted connections were designed and tested. The load-carrying capacities, the ductile deformations, the ...
aConnection plates and angles[translate] aTop and Bottom Lateral Bracing Connections Gusset plate bracing connections to girders[translate] aTack Welds Between gussets and main members Between bearing plates and beam flanges Between bolted connection angles and webs[translate]...
This paper investigates the behaviour of bolted gusset-plate joint since it is one of the easiest ways to connect a beam to a column. The paper presents analytical calculations using the component method and experimental test results. The joint was investigated using the mechanical model of three...
Since the eccentricity due to the connection of only one angle leg has to be considered and the beneficial effect of end restraints may not be taken into account, this design procedure usually leads to very conservative results when compared to test results, as shown in Fig. 2. The ...
plate connections solve this problem with an unique load transferring path through the joint. The void interior space, created by notching out all interior flanges, forces the load transferring paths to an exterior envelope of the connection. A majority of stress distribution in the jacket plate ...
2) end-plate bolted steel frame 端板螺栓连接钢框架3) bolted wood-steel-wood connection 木材-钢填板螺栓连接 1. The bearing capacity of bolted wood-steel-wood connections loaded parallel to grain is studied in this paper. 文章主要研究木材-钢填板螺栓连接在顺木纹受拉时的承载能力。 更多例句>...