Results 81 to 90 of about 6,047 (252)
Application of 2D hydroelasticity theory to investigate the failure of a containership
This paper focuses on the investigation carried out on the failure of the MSC Napoli using two-dimensional (2D) symmetric (i.e. vertical bending) hydroelasticity analysis. The aim of the investigation was to assess the influence of whipping-induced loads
Miao, S.H., Temarel, P
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Shear capacity of high-strength concrete beams with their point of inflection within the shear span [PDF]
The shear strength of concrete does not increase in proportion with the concrete grade. Thus, when high-strength concrete is used in place of normal-strength concrete, the shear capacity of the structure could become critical. In the study presented, the
Islam, MS, Kwan, AKH, Pam, HJ
core +1 more source
Abstract With the market introduction of new reinforcing materials, such as corrosion‐resistant steel, the effect of their stress–strain relationship on the ductility of reinforced concrete structures needs to be evaluated. Their moment‐curvature behavior significantly influences bending moment redistributions, rotation capacity, and deformation at ...
Nathalie Reckinger +2 more
wiley +1 more source
Progressive Collapse Analysis of the Local Elements and Ultimate Strength of a Ro-Ro Ship
One of the most important criteria in ship design is strength. When a ship is under external loads such as waves, buoyancy or pressure, its internal reaction must resists those external loads.
Muhammad Zubair Muis Alie +1 more
doaj +1 more source
FE Analysis of the Composite Action in the Composite Beam subjected to the Hogging Moment
In the composite beam subjected to the hogging moment it is very difficult to evaluate the influence of the reduction of slab stiffness due to cracks and their development on the horizontal shear behavior of shear connection. In this study, a 3D FE model is developed by which one can analyze the composite action in the composite beam subjected to the ...
openaire +2 more sources
Pre‐failure behavior of continuous post‐tensioned and post‐grouted beam in case of tendon failure
Abstract Grouted tendons are a common solution for long‐span bridge structures. The grout provides bond and corrosion protection for prestressing steel. However, if the grouting is defective, corrosion of the prestressing steel may initiate and eventually lead to tendon failure.
Olli Asp +2 more
wiley +1 more source
Experimental and numerical analysis of RC two-span slabs strengthened with NSM CFRP laminates [PDF]
This work reports the results of an ongoing research program on the use of the near surface mounted (NSM) CFRP laminates for the flexural strengthening of continuous reinforced concrete (RC) slabs.
Barros, Joaquim A. O., Dalfré, Gláucia
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Abstract Steel fiber reinforced concrete (SFRC) enhances the flexural capacity of flat slabs and, due to its effectiveness in statically redundant bi‐dimensional elements, represents a viable alternative to conventional reinforcement. Although numerous studies have investigated the flexural behavior of SFRC slabs with and without bonded reinforcement ...
Chiara Gaddi +2 more
wiley +1 more source
The incidence of collision damage models on oil tanker and bulk carrier reliability is investigated considering the IACS deterministic model against GOALDS/IMO database statistics for collision events, substantiating the probabilistic model.
A. Campanile, V. Piscopo, A. Scamardella
doaj +1 more source
Analisis Kekuatan Struktur Pada Kapal Wisata Sungai Kalimas [PDF]
Dalam mengembangkan sektor pariwisata di sungai Kalimas Surabaya, salah satu diantaranya adalah pembuatan perahu wisata sungai Kalimas. Dalam perancangan kapal wisata kalimas dengan menggunakan bahan komposit FRP (Fiber Reinforcement Plastic) yang ...
Budianto, B. (Budianto)
core +1 more source

