Results 51 to 60 of about 21,751 (161)
Tooth crown restoration was made in a complex system consisting of several elements, namely tensile strength and shear strength bond between copper alloy and acrylic resin after tin plating.
Endanus Harijanto, Sri Yogyarti
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This paper describes the study of steel tube reinforced concrete (STRC) shear walls with a low shear-span ratio, in which steel tubes are embedded in the web of the shear wall. The addition of these steel tubes can significantly improve the shear behavior of ordinary RC shear walls. A series of cyclic loading tests allow us to examine the failure mode,
Liang Bai, Cai Zhang, Ergang Xiong
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Effect of orientation of stirrups in combination with shear span to depth ratio on shear capacity of RC beams. [PDF]
Hunegnaw CB, Aure TW.
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Current studies on large-span structural components have largely emphasized flexural performance, whereas multi-ribbed profiled steel sheeting-concrete composite slabs may be prone to inclined-section shear failure in the construction stage, particularly
Keyi Hou, Ganping Shu, Yuanyuan Wan
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Dissolution–precipitation creep in polymineralic granitoid shear zones in experiments – Part 1: Strain localization mechanisms [PDF]
Dissolution–precipitation creep (DPC) is considered to be one of the main processes accommodating localized strain in polymineralic shear zones of the Earth's crust.
N. Nevskaya +9 more
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Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios. [PDF]
Fan G +5 more
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Strength of glue line for reforestation wood
This paper aims to evaluate the shear strength of glued laminated timber (glulam) made of three wood species: Tectona grandis, Pinus oocarpa and Eucalyptus sp..
Pedro Gutemberg de Alcântara Segundinho +4 more
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Investigation on Shear Capacity Calculation Method of GFRP-concrete Deck with Large Shear-span Ratio
This study investigates the shear capacity calculation method of GFRP-concrete decks. The predicted results calculated by GB50010-2010 specification, JTG D62- 2004 specification and ACI 318 specification were compared with the experimental results of GFRP-concrete decks and reinforcement concrete decks. The results of the comparison showed that JTG D62-
Zhaojie Tong +3 more
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Predicting Nonlinear Behavior of Cellular Cross-Laminated Timber Under Bending and Rolling Shear
This study investigates the structural performance of cellular cross-laminated timber (CCLT) through a nonlinear finite element model using Hill and Hashin damage criteria in Abaqus.
Suman Pradhan, Mostafa Mohammadabadi
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Influence Factors of Shear Capacity of UHPC-CA Beams Reinforced by High Strength Bars
This paper analyzes the influence of seven factors,namely shear span ratio,stirrup grade,stirrup diameter,stirrup spacing,section width,section height and concrete grade,on the shear capacity of beams made of ultra high performance concrete with coarse ...
TANG Jiajun +4 more
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