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The shear performance of precast segmental bridge column (PSBC) epoxy-free dry joints was investigated.
A series of tests were carried out to investigate the flexural behavior of PCSBs with hybrid tendons and dry joints.
Tests have been performed on panels with different levels of prestressing, evaluating the behavior of castellated dry joints under direct shear.
Viscous fillers or factory-applied facings can control air-, vandr- and water transport via the dry joints, without compromising free movement along them.
A great number of buildings which are classified as cultural heritage are historic structures made of stone blocks with dry joints.
Tensionless contact interfaces are used to model dry joints and cohesive contacts are introduced for mortar joints and internal unit interfaces.
Similar(48)
Shear strength formulas for prismatic, castellated, and flat dry joint were derived through data regression.
Ten PSBC dry joint specimens were tested under monotonic direct shear loading.
Finally, the possibility of widespreading the study to periodic dry joint and dry-stone retaining structures is discussed.
Results show that the gap thickness of the dry joint is mainly due to the non-planarity of contacting surfaces, the surface roughness playing a secondary role.
As the OA progresses, a dry joint develops with less intraarticular fluid leading to reduced intracapsular pressure.
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