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This study investigated the lateral load resistance performance of connection joint of a reinforced concrete (RC) wall structure connected to steel pipes.
The present paper presents an optimization design approach for bend stiffeners and stress joints, using a slender beam procedure for the connection joint analysis and an evolution strategies multi-objective optimization algorithm.
The result of the analysis shows that the connection between a web of beams and a flange of column has less impact on the strength of the connection joint under the condition of reasonable design.
These models and theoretical criterion according to EC5 were used to select a number of dowels used for connection, joint's length and location.
These tubes are covered at their upper end with a special glass, perfectly sealed with a silicone elastomer, which allows both waterproofing and preventing temperature differences from impairing the connection joint (Fig. 1).
Displacements are applied in steps up to the required expansion and then decreased down to zero such that the tube tubesheet contact ensures the strength of the connection joint after transmitting a large radial stress to tube's outer surface.
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The connection joints are designed to be a module which builds up the nine sections robot snake in series connection.
The connection joints of steel elements were modeled using drawings based on measurements that were made in 1947.
Advanced designs intended to withstand earthquakes are effective only if proper construction methods are used in the site selection, foundation, structural members, and connection joints.
Insufficient grouting of sleeve connection in precast concrete (PC) structure will significantly decrease the bearing capacity of connection joints and increase the risk of premature failure of PC structures.
At the end of the study, the analytical and experimental dynamic characteristics were compared with each other and the initial finite element models of these structures were updated by changing the stiffness coefficients of the connection joints.
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