Results 31 to 40 of about 2,675 (97)
This paper presents a rotational piezoelectric energy harvester (RPVEH) based on the Timoshenko beam model. The system comprises a five-layer composite cantilever beam with a tip magnet and two external magnets, creating a tri-stable potential energy ...
Dawei Man +5 more
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Existing literatures on combined effects of blast-impact loadings on steel-concrete composite beams are limited. In this study, behavior of steel-concrete composite beam subjected to combined blast-impact loading was investigated using LS-DYNA nonlinear ...
Tesfaye Alemu Mohammed, Solomon Abebe
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As a new green material, steel-paper straw board (PSB) composite structures are widely used in practical engineering. This study proposed a new cold-formed thin-walled C-shaped steel-paper straw board (CFCSPSB) composite floor.
Xiuhua Zhang, Hang Li, Zilin Zhao
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Composite patch reinforcement of a cracked simply-supported beam traversed by moving mass
In this study dynamic analysis of a metallic beam under travelling mass was investigated. A beam with an edge crack was considered to be reinforced using composite patch.
M. S. Aldlemy +4 more
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Seismic Behavior of Plate–Fiber Reinforced Concrete Composite Double Coupling Beams
In order to improve the seismic behavior of the reinforced concrete coupling beam with small span-to-depth ratio, the influences of matrix material and steel plate were considered.
Jianbo TIAN +5 more
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Effect of Using Partial Continuounity by External Post-Tension on The Simple Composite Beams as a Strengthening Technique [PDF]
Composite steel-concrete beams are used widely in bridge and buildingconstruction as the main structural elements in flexure. These structures have adesign life and this may be reduced if loads are increased or environmentaldegradation occurs.
A Hassanin +3 more
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Study on bending performance of prefabricated glulam-cross laminated timber composite floor
The glulam-cross laminated timber (CLT) composite floor is a type of prefabricated composite floor that integrates glulam beams and CLT slab into a unified structure using shear connectors.
Du Hao, Chen Gang, Fu Weijie, Hu Xiamin
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Flexural behavior of FRP strengthened concrete-wood composite beams
An experimental investigation was conducted to study the structural performance of concrete-timber composite beams provided with systems of semi-rigid connectors of various configurations and stiffness.
Yehia A. Zaher Ali
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The analytical model applicable to calculate the equivalent stiffnesses of composite box beam has been refined. The calculation of equivalent stiffness coefficients of composite laminated box beam is simplified and the connection between shear-deformable
Zhu Xiujie +4 more
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Flexural Capacity of a New Composite Beam with Concrete-Infilled Tubular Lower Flange
This paper proposes a new steel concrete composite beam that has a similar shape to the conventional steel wide flange beam, but whose lower flange has a tubular shape with infilled concrete.
Bong-Ho Cho +3 more
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