Results 51 to 60 of about 147,962 (300)
Phase Field Failure Modeling: Brittle‐Ductile Dual‐Phase Microstructures under Compressive Loading
Advanced Engineering Materials, EarlyView.The approach by Amor and the approach by Miehe and Zhang for asymmetric damage behavior in the phase field method for fracture are compared regarding their fitness for microcrack‐based failure modeling. The comparison is performed for the case of a dual‐phase microstructure with a brittle and a ductile constituent.
Jakob Huber, Jan Torgersen, Ewald Werner
wiley +1 more source
Strength of slender reinforced concrete walls [PDF]
, 1983 This study is concerned with the behaviour of single span slender reinforced concrete members with depth/span ratios equal to and larger than 1. A series-of deep panels with depth/span ratios between I and 4 was studied experimentally.
Besser Avila, Israel
core
Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams [PDF]
, 2007 YesAlthough the depth of reinforced concrete deep beams is much higher than that of slender beams, extensive existing tests on deep beams have focused on simply supported beams with a scaled depth below 600 mm.
Yang, Keun-Hyeok, Ashour, Ashraf
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Numerical damage modelling of macro-synthetic fibre reinforced concrete [PDF]
, 2021 Macro-synthetic fibre reinforcement for concrete applications is gaining popularity in the construction industry owing to its’ advanced development towards higher mechanical properties, electrical and corrosion resistance.
Mirza, Olivia (R13978) +5 more
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MATEC Web of Conferences, 2017 Currently, the Normative base of Ukraine has moved to European standards. The process of harmonization with the Eurocodes was completed, new national normative documents of DBN and DSTU were developed and put into effect.
Fomin Stanislav +2 more
doaj +1 more source
Experimental results of fatigue and sustained load tests on autoclaved aerated concrete
Journal of Civil Engineering and Management, 2005 The fatigue strength of concrete is lower than its static strength. An attempt was made to accelerate the destabilisation process due to microcracking by the application of fatigue loads.
Erich Raue, Enrico Tartsch
doaj +1 more source
Using Triaxial Tests to Determine the Shearing Strength of Geogrid-Reinforced Sand
Studia Geotechnica et Mechanica, 2020 Geogrids are widely used in civil engineering projects to reinforce road and railway structures. This paper presents research on the shearing strength of soil samples that have been reinforced with geogrids.
Skuodis Šarūnas +2 more
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INFLUENCE OF INTERMITTENT CYCLIC LOADING ON REINFORCED CONCRETE RESISTANCE MODEL [PDF]
e-GFOS, 2017 This article describes the study of reinforced concrete span bending structures under conditions of high-level cyclic loading. Previous studies on the development of physical models of bending reinforced concrete element fatigue resistance, cyclic effect
Vasyl Karpiuk +3 more
doaj +1 more source
NUMERICAL STUDY OF THE PUNCHING SHEAR MECHANISM FOR THIN AND THICK REINFORCED CONCRETE SLABS
International Journal for Computational Civil and Structural Engineering, 2021 The assessment of the punching shear capacity for reinforced concrete slabs, carried out according to the regulatory documents of a number of countries, leads to significantly various results.
Oleg Kabantsev +2 more
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Fostering Innovation: Streamlining Magnetocaloric Materials Research by Digitalization
Advanced Engineering Materials, EarlyView.Magnetocaloric cooling (MCE) is an environmentally friendly refrigeration method with great potential. Optimizing MCE materials involves the preparation and screening of large quantities of samples, which in turn generates a large amount of data. A digitalization approach is presented that uses ontologies, knowledge graphs, and digital workflows to ...
Simon Bekemeier +17 more
wiley +1 more source