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Suction embedded plate anchors, as used in practice, include a hinged keying flap aligned with the main anchor plate (fluke).
Suction embedded plate anchors (SEPLAs) are rapidly becoming a popular solution, possessing a more accurate and predictable installation process compared to traditional alternatives.
In this study, five construction methods with different details are tested to analyze the effect of long-time (approximately 6 hours) onsite welding on the high-strength concrete for the joint between gusset plates and the embedded plate in a high-rise building.
Based on the coupled Eulerian Lagrangian (CEL) method, a numerical approach incorporating anchor line effects is developed to investigate comprehensive anchor behaviors in the soil, including penetration of drag anchors, keying of suction embedded plate anchors and diving of gravity installed anchors.
To create a joint between reinforced concrete (RC) walls and steel girders in high-rise buildings, the concrete around the embedded plate cannot avoid the damage due to the heat input from a long-time welding (6 48 hours) of the embedded and gusset plates.
Autoclave embedded plate to reduce the risk of harboring antibiotic-resistant bacteria.
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If necessary, obtain a small shovel to dig a shallow trench before embedding plate.
The bearing was placed directly on a steel plate representing the embedded steel plate at the bottom of bridge girders, to create an elastomer-steel sliding surface.
Tensile experiments of composite joints with bonded embedded steel plate were conducted at 25 °C.
Three medium-length (l/h= 2.5) and two short (l/h= 1.17) PRC coupling beams, each containing a vertically embedded steel plate, were tested under reversed cyclic loading.
The present study focuses on the evaluation of internal load distributions and load sharing on the embedded steel plate as well as at the shear studs in composite coupling beams using the nonlinear finite element package ATENA.
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