The effects of partial shear connection in composite flush end plate joints Part II—Analytical study and design appraisal

Full-scale long-term experiments of simply supported composite beams with solid slabs

“…Since then, extensive work has been carried out relying on this model or extending its applicability. For example, some of these studies have focussed on the linear-elastic response of composite beam-columns (e.g., [4][5][6]), the shear deformability of the steel joist (e.g., [7,8]), the derivation of analytical and numerical models to predict the time-dependent behaviour of composite members (e.g., [9][10][11][12][13]) and related finite element (FE) or direct stiffness implementations (e.g., [14][15][16][17][18][19][20]), formulations to account for shear-lag effects (e.g., [21,22]) and their FE applications (e.g., [14,23]), nonlinear material properties (e.g., [24][25][26][27][28]), the nonlinear response in hogging moment regions (e.g., [29,30]), the occurrence of vertical separation between the slab and steel joist (e.g., [31]), the behaviour of timber composite solutions (e.g., [32,33]), making use of thermal prestressing (e.g., [34]), the derivation of analytical models for the partial interaction analysis of multi-layered members (e.g., [35,36]), and the buckling or nonlinear geometric composite response (e.g., [4,[36][37][38]). …”

Behaviour of composite beam–column joints under a middle-column-removal scenario: Component-based modelling

“…Loh et al [23,24] studied the effects of partial shear connection in composite flush end plate joints by experimental tests and analytical methods. In the experimental programme presented by Loh et al [23], full shear connection (Specimen CJ1) was also studied for composite flush end plate joints.…”

“…In the past, numerical and analytical models have also been developed to simulate the behaviour of composite beam-column joints [3,13,14,22,24,30,35]. However, these studies only included moderate joint deformations and were limited to moment-rotation relationships.…”

Full-scale long-term and ultimate experiments of simply-supported composite beams with steel deck

“…[12][13][14][15][16][17][18][19][20][21][22][23][24][25][26][27]), and geometric and material nonlinearities (e.g. [28][29][30][31][32][33][34][35][36][37][38][39][40][41][42][43][44][45][46]). …”