Weimin Luo
4 Papers
39 Citations
Weimin Luo is an academic researcher. The author has contributed to research in topics: Joint (building) & Composite number. The author has an hindex of 1, co-authored 1 publications.
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Papers
Upgrading Continuous Reinforced Concrete Beams by Gluing Steel Plates to Their Tension Faces
TL;DR: In this paper, steel plates are glued to the sides of reinforced-concrete beams specifically to inhibit shear peeling of the tension face plates and the results are incorporated into a design procedure for plating the tension faces of continuous composite beams that can allow for any distribution of applied loads, any variation of the cross-section properties along the length of the beam, and the time effects of creep and shrinkage.
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Shear behaviour of a novel vertical grouting joint in precast concrete structure for wind turbines
TL;DR: In this paper , a vertical grouting joint in precast concrete structure for wind turbines was proposed, and six specimens were designed and subjected to shear tests, and the experimental results indicated that the failure modes of the specimens involved the interface peeling failure of new and old concrete and the shear failure of HSGMs.
3
Study on new joint connection scheme of steel reinforced concrete composite structure
Jiao Tang,Wei Lu,Dehong Fu,Limei Geng,Weimin Luo +4 more
- 06 May 2022
TL;DR: Based on the research and exploration of the steel reinforced concrete composite structure, the authors summarizes a set of systematic improvement methods for the design and construction of the section steel concrete composite structures, which can provide reference for similar projects.
1
Experimental Research on Dynamic Behavior of Stiffened Plates under Drop-Weight Impacts of a Wedge Impactor
TL;DR: In this article , the authors proposed experimental research on dynamic responses of deck structures composed of stiffened plates subjected to drop-weight impact of a wedge impactor, and found that the permanent lateral deformation of the stiffened plate was reduced by 20-26% by the strengthening effect of a strengthening stiffer.