Results 31 to 40 of about 116 (98)
Flexural Behavior of Concrete Beam and Slab with Novel Demountable Connectors
In this study, a new type of novel demountable connector is proposed to enable complete dry connections between concrete beams and slabs, facilitating the full demountable design of these components.
Wei Li +3 more
doaj +1 more source
Biomechanical testing after spinal animal experiments is often neglected because testing machines for flexibility measurement are large and difficult to transport, and the same specimen can only be used ex vivo for either biomechanics or biology.
Jan Ulrich Jansen +5 more
wiley +1 more source
Steel–concrete composite beams, essential for large-span structures, benefit from connectors that reduce cracking at the supports. The crack resistance and alignment with sustainable building trends of high-strength bolted connectors have been ...
Peng Deng +4 more
doaj +1 more source
Shake‐table tests on steel moment‐resisting frames with detachable yielding zones
Abstract This article presents an experimental campaign based on shake table tests conducted as part of the European research project FUTURE, funded in the framework of the H2020‐INFRAIA SERA program. Three steel moment‐resisting frame structures equipped with replaceable dissipative elements were tested. The experimental mockups were scaled two thirds
Raffaele Landolfo +6 more
wiley +1 more source
Impact of glycan nature on structure and viscoelastic properties of glycopeptide hydrogels
The effect of glycan decoration was investigated in a self‐assembled peptide hydrogel using circular dichroism spectroscopy, oscillatory shear rheology, dynamic light scattering microrheology, fluorescence‐based nanorheology, and molecular dynamics simulation.
Jonas Proksch +9 more
wiley +1 more source
The aim of this study is to provide different friction coefficients for various geotextile sandbags in different surrounding conditions. The study provides representative friction coefficients, and these results complement former studies. The coefficients are suitable for calculation of realistic sandbag structures e.
M. Thomisch +3 more
wiley +1 more source
Horizontal push out tests on a steel-yielding demountable shear connector
The most common type of a steel concrete composite beam is the one using conventional welded headed studs to connect the top flange of a steel beam to the concrete slab. However, the monolithic structure between the headed studs and the concrete slab prevents the deconstruction of the beam.
Feidaki, Eliza, Vasdravellis, George
openaire +3 more sources
Establishing European design rules for re‐used steel components
Abstract In the construction industry, re‐use of components has the potential to play a crucial role in reducing CO2 emissions. The direct re‐use of components is particularly suitable for steel structures because they have a high degree of prefabrication and can be dismantled with a minimum of deterioration.
Markus Feldmann +4 more
wiley +1 more source
Rocket blast resistance of the fully demountable high performance FRC tongue and groove blocks
Abstract Within the scope of this study, the design and testing of a fully demountable high‐performance fiber‐reinforced concrete (FRC) barriers with high resistance to sudden dynamic explosion and impact loadings is investigated. In order to solve such an engineering problem, a special FRC “tongue and groove” blocks are designed in a way that could be
Hasan Basri Bozkurt +4 more
wiley +1 more source
Analysis of Shear Performance of Multi-Bolt Shear Connectors. [PDF]
Xie R, Yang T, Li B, Liu S, Zhang Y.
europepmc +1 more source

