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Iskalni niz: "ključne besede" (stiffness) .

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1.
In situ consideration of resistance of bridge girder according to EC2 with AEM
Ana Brunčič, Andrej Štrukelj, Maja Kreslin, Andrej Anžlin, Aljoša Šajna, 2023, objavljeni znanstveni prispevek na konferenci

Povzetek: The paper presents a case study of a considerably cracked and degraded bridge in Slovenia: with the implementation of in-situ measurements under bending and shear and the use of a non-destructive acoustic emission technique. Despite the existing crack system, the latter was able to detect microstructural changes. These were characterised by low values of average frequency (AF), as well as lower values of the rise time-amplitude ratio (RA), and energy. A correlation between shear capacity and acoustic activity was observed. This promises to expand the use of AE in the process of assessing of the load-bearing capacity of existing concrete structures.
Ključne besede: shear resistance, shear crack, crack width, acoustic emission (AE) parameters, bridge girder, stiffness, elasticity, damage evaluation
Objavljeno v DiRROS: 28.11.2023; Ogledov: 219; Prenosov: 116
.pdf Celotno besedilo (1,08 MB)
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2.
The influence of flexible sound insulation layers on the seismic performance of cross laminated timber walls
Boris Azinović, Tomaž Pazlar, Meta Kržan, 2021, izvirni znanstveni članek

Povzetek: This paper presents the results of an experimental campaign investigating the seismic behaviour of full-size cross laminated timber (CLT) wall systems with sound-insulated shear-tension angle brackets. The main aim of the study was to investigate the influence of more and less flexible soundproofing bedding under the CLT wall. The paper shows a comparison of lateral load-bearing capacity, displacement capacity, ductility and stiffness obtained from racking tests on uninsulated specimens and specimens with various types of bedding insulation and levels of vertical load. Moreover, an analytical procedure to estimate the lateral load-displacement response of CLT walls with bedding insulation is proposed. This model is verified by direct comparison to the experimentally determined lateral load-displacement backbone curves. The results show that the elastomeric bedding does not have a significant effect on the bearing capacity of the wall system tested, but it reduces the stiffness and increases the displacement capacity. Due to the large decrease in stiffness, the insulation causes an overall reduction in ductility. The analytical estimation proposed was able to capture the reduction in lateral stiffness and adequately predict the load-bearing capacity.
Ključne besede: CLT wall system, insulated angle bracket, elastomer sound insulation, racking tests, lateral load-bearing capacity, stiffness, open access
Objavljeno v DiRROS: 26.06.2023; Ogledov: 293; Prenosov: 232
.pdf Celotno besedilo (9,10 MB)
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