By M. Han, X. S. Tai
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Additional resources for Advanced Research in Civil Engineering, Materials, Machinery and Applied Technologies
A spatial truss model is put forward and can explain satisfactorily some phenomena observed in the test and the failure mechanism is investigated. Introduction In order to investigate the mechanical performance of deep pile cap failure, the experimental study of 3 reinforced concrete pile caps is conducted, the complete procedure of failure and failure mechanism of pile cap punching is investigated. 4×2160mm with thickness of 360mm, 6 piles with diameter of 180mm are set under every pile cap, and loading was transferred to pile cap from a square column of 220×220mm.
But it is found that the actual pick the ball after add tape loading agencies less than the theory calculated average distance. 5. The material of the walking-slab and movable joint is aluminum, and the cross-scissor bars and are made of carbon fibre complex materials. Deployment experiments are executed. The speed of deployment is measured by portion measurement. Ruler is put on the track to record the distance of deployment during a certain period. 6. This speed is considered as the average speed of every time which is used to fit the deployment speed of scale-prototype.
The deployable bridge can fold or deploy easily with simply structure. Fig. 2. A deployable mechanism of the deploying bridge in (a) folded state and (b) deployed state Institutions Optimization Design The cross-scissor element of support system and the walking-slab are the main component of the deployable bridge under load. It can be deployed or folded along the direction of the load, so it can be regard as one-dimensional deployment. Considering the common function of the deployable bridge, the walking-slab is folded up symmetry with revolute hinge.