Research Article

Performance of Shear Connector in Composite Slab and Steel Beam with Reentrant and Open Trough Profiled Steel Sheeting

Table 5

Summaries of finite element analysis and Eurocode prediction of shear connector capacity for all model specimens.

GroupSpecimensPFE (KN)PEC4 (KN)PFE/PEC4

G1SP-0162.681.60.767157
SP-0288.681.61.085784
SP-03106.581.61.305147

G2SP-0496.6109.50.882192
SP-05104.3109.50.952511
SP-06118.6109.51.083105

G3SP-0764.7481.60.793382
SP-0889.1781.61.09277
SP-09109.8481.61.346078

G4SP-10106.4109.50.971689
SP-11116.4109.51.063014
SP-12132.3109.51.208219

G5SP-137881.60.955882
SP-1487.9181.61.077328
SP-1594.881.61.161765

G6SP-1682.4109.50.752511
SP-17110.3109.51.007306
SP-18122.2109.51.115982

G7SP-19103.481.61.267157
SP-20105.781.61.295343
SP-21117.681.61.441176

G8SP-2289.1109.50.813699
SP-23102.5109.50.936073
SP-24110109.51.004566
Mean1.057493
COV0.043950