Sentence examples for stud connections from inspiring English sources

Numerical models of the stud connections are established to explore local behavior.

The modeling of wall stud connections is discussed to fill in the corresponding gaps in the past research.

Then four stud connections at interfaces near transverse stiffeners are tested to investigate their behavior under transverse bending moment.

The elimination of the intermediate shear pockets poses a challenge to the design of horizontal stud connections to ensure full/partial composite action.

In addition, when the stud connections were originally developed for composite girder, most slabs, particularly within buildings, do not require a haunch between the slab and the girder.

The processed test data reveal the bonded stud connections to be of superior pullout and shear slip properties to their dowelled stud counterparts, although the bonded stud connections did also exhibit significantly more pronounced variability in slip modulus than did the dowelled ones.

The stud connection tests suggest that longer studs can increase the bending moment and deformation capacities.

Rahmanishamsi et al. (2015) have used the Pinching4 hysteretic model for gypsum board to steel stud connection.

The elimination of gap grouting as illustrated in Fig. 4 also impacts the behavior and efficiency of the stud connection.

Full scale tests are supported by material tests and tests on the wood-mortar stud connection, a key aspect of the beam design.

Based on the literature in the field of OPC concrete-wood composites, analytical models are developed and applied to predict the behavior of the NHL mortar-wood stud connection and composite beams.