Topic
Deflection (engineering)
About: Deflection (engineering) is a research topic. Over the lifetime, 30862 publications have been published within this topic receiving 298849 citations.
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TL;DR: In this paper, a size-dependent model for bi-layered Kirchhoff micro-plate is developed based on the strain gradient elasticity theory, and the governing equations and boundary conditions are derived by using the variational principle.
64 citations
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TL;DR: In this article, the authors focused on the characterization of flexural behaviour of RC members strengthened with NSM glass-FRP bars. But, they did not evaluate the performance of the tested beams including modes of failure, moment-deflection response and ultimate moment capacity.
64 citations
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TL;DR: Wang et al. as discussed by the authors focused on the failure mechanisms of buried X65 pipeline due to non-uniform deflection of landslide process and proposed a strength failure criterion based on the maximum principal strain to determine the safe properties of buried pipeline under this special failure issue.
64 citations
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21 Sep 1995
TL;DR: In this paper, a light-sensitive medium is exposed to a laser beam at predetermined positions for generating a test pattern, and then the digitized partial pictures of pattern portions of the test pattern are composed to a digitized overall picture.
Abstract: In a method for calibrating the deflection control of a laser beam a light-sensitive medium (5) is exposed to a laser beam (2) at predetermined positions for generating a test pattern (20), thereafter digitized partial pictures of pattern portions (21) of the test pattern (20) are produced and the digitized partial pictures are composed to a digitized overall picture of the test pattern (20). The correction data for the control (4) for deflecting the laser beam (2) are calculated on the basis of a comparison of actual positions of the laser beam (2) on the digitized overall picture with predetermined desired coordinates.
64 citations
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TL;DR: In this article, the authors considered plain concrete and fiber-reinforced concrete from the point of view of the mechanical characteristics, with particular emphasis on the fracture resistance, for different values of the water/cement ratio and different amount and type (metallic or polymeric) of reinforcing fibers.
64 citations