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The slab-column joint region is taken as rigid.
Using headed bars minimises the lap length required within the cast-in-situ joint region.
The failure modes in the weld joint region are studied using scanning electron microscopy.
Members were divided such that a Gauss point would monitor the section of members just outside the joint region.
Examination of the joint region was achieved using scanning electron microscopy, energy dispersive spectroscopy, and X-ray diffraction.
These include varying the number of fasteners in the joint region as well as inclusion of bondline defects.
Numerous tiny cracks with reduced crack width and spacing forming a dense of network propagated within the joint region.
Most of the available analysis programs assume rigid joints regardless of reinforcement details in the joint region.
The fatigue damage initiated at fiber ends in the joint region and then progressed in the monolithic alloy section.
Chang et al. (2013) presented experimental results of two full-scale interior beam-column connections with embedded ductile rods within the joint region.
Moreover, the mesh of the joint region was graded along the axial direction of the pipe, finer toward the free edges of the joint.
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