This research not only focused on the robotic assembly devices but also provided a new idea for redesigning the steel beam and theconstruction processto adapt to the robot application in steel assembly. As shown inFig. 6[33], the major methods ofRASare as follows: (1) Rotation. The steel ...
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For most of the practical purposes, for a beam-type member (where only three stresses and strains are of importance), the full relationship between stress and strain components (represented in the form of a 6×6 stiffness matrix, as shown in Fig. 2.12) can be simplified by assuming the ma...
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Details of the cross section of the steel-reinforced concrete beam and its loading are shown in Fig. 6.10. The time-dependent temperature curve for the central reinforcing bar obtained from the heat transfer model and the growth in the midspan deflection with increases in temperature obtained from...
Through proper arranging of a hybrid combination of longitudinal fiber reinforced polymer (FRP) bars and steel bars in the tensile region of the beam, the advantages of both FRP and steel materials can be sufficiently exploited to enhance the flexural capacity and ductility of a concrete beam. In...