16 results for "weld"
Verifications
Fillet weld in lap joint
welds. welds, and a combination of transverse and parallel welds. welded lap joint with parallel fillet welds
Steel
National codes
EN (Eurocode)
Steel Topics
Welds
Verifications
Fillet weld in angle plate joint
The chapter is focused on verification of welds. The weld model has an elastic-plastic material diagram, and stress peaks are redistributed along the weld length. The influence of weld length on the design resistance of a welded angle joint is shown in Fig. 4.2.2.
Steel
National codes
EN (Eurocode)
Steel Topics
Welds
CBFEM
Verifications
Fillet weld in fin plate joint
The chapter is focused on verification of welds. The plate/weld is loaded by normal and shear force and bending moment. Analytical model The fillet weld is the only component examined in the study. The weld model has an elastic-plastic material diagram, and stress peaks are redistributed along the weld length.
Steel
National codes
EN (Eurocode)
Steel Topics
Welds
CBFEM
Verifications
CBFEM Weld Model: Validation and Verification
Figure 1: Constraint between mesh nodes (butt weld) Figure 2: Constraint between weld element and mesh nodes (fillet weld) The aim of design weld models The resistances of the regular welds, welds to unstiffened flange, long welds, and multi-oriented weld groups were investigated to select parameters of to the weld axis and for the multi-oriented weld group.
Steel
National codes
AISC (USA)
CISC (Canada)
EN (Eurocode)
Application
Connection
Steel Topics
Welds
CBFEM
Verifications
Bolted portal frame eaves moment connection
Fillet weld The weld is closed around the whole cross-section of the beam. The thickness of the weld on the flanges can differ from the thickness of the weld on the web. Design of the weld is done according to EN 1993-1-8:2005, Cl. 4.5.3.2(6).
Steel
National codes
EN (Eurocode)
Steel Topics
Bolts
Plates
CBFEM
Verifications
Column base – Open section column in compression
The thickness of the weld on the flanges is selected the same as the thickness of the weld on the web. is the resistance of welds considering uniform distribution of stress. The same approach was used to get the resistance of welds F c,weld .
Steel
National codes
EN (Eurocode)
Steel Topics
CBFEM
Concrete block
Steel-to-concrete
Verifications
Circular hollow sections
Failure mode method In this chapter, component-based finite element method (CBFEM) for design of uniplanar welded Circular Hollow Sections (CHS) is verified In the following studies, the welds are designed according to EN 1993‑1‑8:2006 not to be the weakest components in the joint. The design resistance of the axially loaded welded CHS joint is: for T and Y joint \[ N_{1,Rd} = C_f \frac{f_{y0} t_0^2}{\sin{\theta_1}} (2.6+17.7 \beta
Steel
National codes
EN (Eurocode)
Steel Topics
CBFEM
Welds
Verifications
Welded portal frame eaves moment connection
Fillet welds are designed not to be the weakest component in the joint. This difference is caused by considering welded cross-sections. throat thickness a f = 9 mm Beam web: fillet weld throat thickness a w = 5 mm Butt weld around stiffeners Outputs Design resistance in shear V Rd
Steel
National codes
EN (Eurocode)
Steel Topics
CBFEM
Plates
Welds
Verifications
Plate to circular hollow section
Failure mode method Uniplanar welded plate to circular hollow sections T-joints predicted by CBFEM are verified to FMM in this chapter. The welds, designed according to EN 1993‑1‑8:2006, are not the weakest components in the joint. The design resistance of the axially loaded welded plate to CHS joint is: T joint Transverse \[ N_{1,Rd} = 2.5 C_f f_{y0} t_0^2 (1+3 \beta^2) \gamma^{0.35
Steel
National codes
EN (Eurocode)
Steel Topics
Welds
CBFEM
Verifications
Rectangular hollow sections
Square hollow sections (SHS) brace is welded directly onto an RHS chord without the use of reinforcing plates. The welds designed according to EN 1993-1-8:2005 are not the weakest components in the joint. Range of validity CBFEM was verified for typical T, Y X, and K-joints with gap of the welded rectangular hollow sections.
Steel
National codes
EN (Eurocode)
Steel Topics
Welds
CBFEM
Verifications
Bolted connection - T-stub in tension
The welds are designed not to be the weakest component. Inputs T-stub, see Fig. 5.1.11 Steel S235 Flange thickness t f = 20 mm Web thickness t w = 20 mm Flange width b f = 300 mm Length b = 100 mm Double fillet weld resistance in tension F T,Rd = 161,5 kN Collapse mode – full yielding of the flange with maximal strain 5 % Utilization of the bolts 86,4 % Utilization of the welds
Steel
National codes
EN (Eurocode)
Steel Topics
Bolts
CBFEM
Not exactly matching, but you might find helpful
Verifications
Prediction of the Connection deformation capacity
of the limits of materials strain and the estimation of the strain hardening and upper values material yield stress is described on the beam to column welded
Steel
Application
Connection
Steel Topics
CBFEM
Bolts
National codes
EN (Eurocode)
Verifications
Prequalified joints for seismic applications
The research activity covered the standardization of design and manufacturing procedures for a set of bolted joint types and a welded reduced beam section types of pre-qualified joints: haunched bolted joints, unstiffened extended end plate bolted joints, stiffened extended end plate bolted joints, and welded This configuration allows an easy erection by bolting while welding the end plate to the beam is automated in shop.
Steel
National codes
EN (Eurocode)
Steel Topics
Bolts
Plates
Seismicity
CBFEM
Verifications
Column base – Hollow section column
Four components are activated: the column flange and web in compression, the concrete in compression including grout, the anchor bolt in tension, and welds The fillet welds with thickness a = 12 mm were selected. The joint coefficient for grout with sufficient quality is taken as β j = 0,67. 84% 89% 88% Benchmark case Input Column cross-section SHS 150×16 Steel S420 Base plate Thickness 20 mm Offsets at top 100 mm, left 100 mm Welds – butt welds
Steel
National codes
EN (Eurocode)
Steel Topics
Concrete block
Steel-to-concrete
Verifications
Column base – Open section column in bending to strong axis
components are examined: column flange and web in compression, concrete in compression including grout, base plate in bending, anchors in tension, and welds
Steel
National codes
EN (Eurocode)
Steel Topics
CBFEM
Concrete block
Steel-to-concrete
Verifications
Concrete in compression
Manual calculation General Three components are examined: column flange and web in compression, concrete in compression including grout, welds.
Steel
Steel Topics
CBFEM
Concrete block
Steel-to-concrete
Application
Connection
National codes
EN (Eurocode)
