Verification examples

Advanced model of steel joints loaded by internal forces from 3D frame structures

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Advanced Modelling of End Plate Joints

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Advanced procedures for design of bolted connections

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All welded double-angle connection (AISC)

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Anchor bolts in tension

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Anchor bolts in tension and shear

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Anchorage

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Angle seat connection

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Assessing bridge deviator strength: IDEA StatiCa vs. ABAQUS simulations

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Base Plate Connections (AISC)

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Beam-over-column Connections (AISC)

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Bearing stiffeners (AISC)

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Benchmark study of a bolted flange plate moment connection (AISC)

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Bending stiffness of bolted joint of open sections

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Bending stiffness of welded joint of open sections

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Block shear resistance

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Block shear resistance

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Block Shear Rupture in Bolted Connections (AISC)

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Bolted connection - Interaction of shear and tension

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Bolted connection - Splices in shear

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Bolted connection - T-stub in tension

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Bolted flange plate moment connection – LRFD

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Bolted portal frame eaves moment connection

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Bolted splice connection

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Bolted splice connection (AISC)

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Bolted Wide Flange Splice Connections (AISC)

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Bolts and Compressed Plates Modelling

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Bolts in combined tension and shear

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Bolts in slip-critical connection

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Brace Connection at beam-column connection in a braced frame – Double Angle Brace (AISC)

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Brace Connection at beam-column connection in a braced frame (AISC)

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Braces with Single-sided Gusset Plates Connections

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Bracket Plate Connections (AISC)

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Branch/Through-Plate Connection with Rectangular HSS (AISC)

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Cantilever wall-type bridge piers

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Cap plate connection of CHS profile (AISC)

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CBFEM online book - Component-based finite element design of steel connections

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CBFEM validation: Block shear behavior

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CBFEM Weld Model: Validation and Verification

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Chevron Brace Connection in a braced frame (AISC)

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Circular hollow sections

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Code checking of a box girder diaphragm according to Eurocode

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Column base – Open section column in bending to strong axis

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Column base – Open section column in compression

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Column base plate in braced bay LRFD (AISC)

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Column web panel in shear

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Column web stiffener

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Columns subjected to high compressive loading – Passive confinement effect

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Comparative Analysis of CHS Connection Resistance: CBFEM vs Design Codes (EN, FprEN, and AISC)

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Comparison of Buckling Resistance of I-shaped cross-sections

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Comparison of concrete cone failure according to EN 1992-4 and 3D CSFM

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Comparison of IDEA StatiCa Connection to ANSYS

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Comparison of the Buckling Resistance of SHS and RHS Profiles

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Component-based finite element model

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Compressed Stiffeners in Structural Connections

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Compression softening effect - 2D planar pile caps

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Concrete in compression

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Concrete in compression

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Concrete pier caps

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Connection to unstiffened flanges

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Coped beam

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Deflection check according to EN 1992-1-1

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Design of haunches in structural steel joints

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Design of stiffeners in structural steel joints

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Double angle cleat connection

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Double-tee Moment Prequalified Connection - AISC

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Eccentric loads on bolt groups

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End plate connection with four bolts in row

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End plate minor axis connection

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End Plate Moment (EPM) Prequalified Connection - AISC

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End plate shear connection

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Eurocode design of composite concrete beams

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Extended End-Plate Moment Connections (AISC)

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Extended moment end-plate connection – ASD

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Fatigue analysis – Butt welds of I section

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Fatigue life by nominal stress method

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Fillet weld in angle plate joint

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Fillet weld in beam to column joint

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Fillet weld in fin plate joint

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Fillet weld in lap joint

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Fire design: Bolted lap joint

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Fire design: Welded lap joint

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Fire temperature verification of a stiffening plate

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Flush moment end plate connections (AISC)

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Four bolt unstiffened extended End-plate FR moment connection

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Four-point bending tests on T-beams

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Future design procedure for structural connections

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Geometrically and materially nonlinear analysis with imperfections (GMNIA) of beams in bending

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Geometrically and materially nonlinear analysis with imperfections (GMNIA) of columns in compression

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Gusset plate design in IDEA StatiCa Connection

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Haunched joint – capacity design

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Influence of selected parameters on design optimisation of anchor joint

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Influence of temporary supports on bending moment diagrams for composite structures

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Laboratory validation of IDEA StatiCa steel connections and details

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Lateral stability of long prestressed concrete beams during lifting

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Lateral torsional buckling of open cross-sections with lateral and torsional restraints

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Lateral-torsional buckling of a beam with transverse stiffeners

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LBA of beams with various boundary conditions

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LBA simply supported beams in bending

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Linear bifurcation analysis (LBA) of columns in compression

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Long Bolted and Welded Connections (AISC)

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Moment of resistance of prestressed section - comparison of hand calculations and IDEA StatiCa

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Moment resistance of strong-axis open-section beam-to-column welded steel joints

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Multi level member and connection design

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Pipe – Shear lag connection in bracing

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Plate to circular hollow section

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Prediction of the Connection deformation capacity

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Prequalified joints for seismic applications

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Pullout behavior of cast-in-place anchors with different embedment depths

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Rectangular hollow sections

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Reduced Beam Section (RBS) Prequalified Connection - AISC

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Reinforced Concrete Corbels (ACI)

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Reinforced Concrete Deep Beam (ACI)

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SCI Publications P358 and P398 - Design examples

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Serviceability limit state evaluation in discontinuity regions

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Shear at the interface between composite parts of a prestressed concrete section

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Shear block resistance

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Shear tests in beams with low amounts of stirrups

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Shear wall with staggered openings

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Shear Walls with Openings (ACI)

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Simple and Advanced Models for Connection Design in Steel Structures

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Simple welds (ASD)

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Simple welds LRFD (AISC)

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Single plate shear connection (AISC)

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Single Plate Shear Connections (AISC)

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Slender compressed plate in CBFEM

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Slip-critical connection (AISC)

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Solution for walls and details of concrete structures

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Splice connections of I-beam flanges (AISC)

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Splices in shear in slip-resistant connection

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Stability of Bracket Plates using Local Buckling Analysis and Material Nonlinear Analysis (AISC)

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Stiffness analysis - W to HSS moment connection (AISC)

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Structural analysis and design of steel connections

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Structural concrete in the 21st century

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Structural steel connection design for tensile rupture by advanced inelastic analysis (AISC)

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T-stub - prying forces

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T-stub connections (AISC)

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Temporary Splice Connection (AISC)

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The effect of varying soil stiffness on a continuous footing under concentrated load

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Topology optimization

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Tri-axial stress – the active confinement effect

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Triangular haunch

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Uniplanar T-joint between RHS brace and H/I chord

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Unit test: Anchoring

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Unit test: Shear tests in beams with low amounts of stirrups

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Unit test: Simple bending test on cantilevers

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Validation and verification procedures

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Verification and validation of corbels strengthened by unbonded tendons and bars

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Verification and validation: Symmetrical angles in compression

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Verification of IDEA StatiCa calculations for steel connection design (AISC)

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Verification study: Shear connections with coped beams (AISC)

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Walking Columns (ACI)

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Web in transverse compression

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Web Side Plate Connection

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Welded beam to column moment connection

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Welded portal frame eaves moment connection

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Welded splice connection

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Welded splice connection (AISC)

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Welded Unreinforced Flange-Bolted Web (WUF-B) Prequalified Connection - AISC

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Welded Unreinforced Flange-Welded Web (WUF-W) Prequalified Connection - AISC

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Winkler subsoil model for foundation pad

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