Experimental campaign on thin RC columns prone to out-of-plane instability: numerical simulation using shell element models

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The reuse of concrete pieces salvaged from structures undergoing transformation or demolition into new architectural projects has gained a sudden and visible interest over the past five years. However, the practice of reusing concrete pieces in new structu ...

The official Spherical Tokamak for Energy Production mission aims to demonstrate the ability to generate net electricity from fusion with the STEP Prototype Power plant. One of the key technological and engineering challenges in fusion power plants is mana ...

While understanding the shear strength of stone masonry structures is important for the design and the mainte- nance, we still lack computational tools for predicting the strength as a function of the stone layout. Here we implement an end-to-end image bas ...

Generative language models (LMs) have become omnipresent across data science. For a wide variety of tasks, inputs can be phrased as natural language prompts for an LM, from whose output the solution can then be extracted. LM performance has consistently be ...

Soft robots are being increasingly developed and deployed for underwater applications such as exploration, monitoring, and rescue owing to their innate compliance, mechanical and chemical stability, and waterproof properties. However, they are still predom ...

Earthquakes i.e. frictional ruptures, are commonly described by singular solutions of shear crack motions. These solutions assume a square root singularity order around the rupture tip and a constant shear stress value behind it, implying scale-independent ...

Fiber-polymer composites consist of a polymer matrix and reinforcing fibers made of various materials. These composites exhibit exceptional properties, such as a high strength-to-weight ratio and excellent corrosion resistance, which has led to their incre ...

In the evolution of structural glass beam elements, the requirements for post-fracture load bearing capacity and safe failure behaviour have led to the development of reinforced and post-tensioned beams. Maximum bending capacity in the post-fracture state ...

Rebar-to-concrete bond is a fundamental aspect of the behavior of reinforced concrete structures. The characterization of the interface response is challenging due to the complexity of the physical phenomena and the large number of factors involved. Locall ...

Experimental campaign on thin RC columns prone to out-of-plane instability: numerical simulation using shell element models

Chattez avec Graph Search

Structural component reuse of precast and cast-in-place reinforced concrete in architecture since the late 1960s in Europe

Models implemented in the methodological approach to design the initial STEP first wall contour

Micro modeling of irregular stone masonry walls using mathematical programming

Fly-Swat or Cannon? Cost-Effective Language Model Choice via Meta-Modeling

Edible Soft Actuators based on Konjac Glucomannan for Underwater Operation

Frictional weakening leads to unconventional singularities during dynamic rupture propagation

Two-dimensional quasi-static delamination in composite laminates under Mode-I and Mode-II conditions

Exploring the potential of the critical shear crack theory for reinforced and post-tensioned glass beams: Initial analysis and experiments

Bond of steel reinforcement based on detailed measurements: Results and interpretations