Results 41 to 50 of about 380 (177)
Abstract Compression field approaches such as the Cracked Membrane Model with fixed, interlocked cracks (CMM‐F) are efficient tools for the mechanical modeling of reinforced concrete elements, providing the mechanical model σ=fε$$ \boldsymbol{\upsigma} =f\left(\boldsymbol{\upvarepsilon} \right) $$ required for finite element analyses.
Andreas Näsbom +2 more
wiley +1 more source
Prediction of prestressing losses for long term operation of nuclear reactor buildings
Prestressed concrete is used in nuclear reactor buildings to guarantee containment and structural integrity in case of an accident. Monitoring and operating experience over 40 years has shown that prestressing losses can be much greater than the design ...
Thillard G., Cornish-Bowden I., Capra B.
doaj +1 more source
Low frequency acoustic properties of bilayer membrane acoustic metamaterial with magnetic oscillator
A bilayer membrane acoustic metamaterial was proposed to overcome the influence of the mass law on traditional acoustic materials and obtain a lightweight thin-layer structure that can effectively isolate low frequency noise. The finite element analysis (
Nansha Gao, Hong Hou, Yihao Mu
doaj +1 more source
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
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
Compared with traditional actuators, the giant magnetostrictive actuator has the merits of fast response, high accuracy, and high reliability and has been widely applied.
Yuesong Li
doaj +1 more source
This work presents an interactive graphics computational tool for the verification of prestressed concrete beams with post-tensioned bonded tendons to the serviceability limit state (SLS) stress check according to the Brazilian code NBR 6118:2014.
P. K. K. NACHT, L. F. MARTHA
doaj +1 more source
Comparison of types of grouting to guarantee zero tendon slip with post-tension system prestressed concrete bridge anchors [PDF]
Prestressed concrete is internal stresses of appropriate magnitude and distribution are given in such a way that the stresses caused by external loads are resisted to a desired level.
Windari Aulia Choiri +6 more
doaj +1 more source
Abstract This study investigates the numerical modeling of internal tendon breaks in prestressed concrete structures and evaluates the key parameters affecting accuracy. A combined approach is followed, involving global sensitivity analysis via the Elementary Effects Method and subsequent model calibration using experimental data from distributed fiber‐
Aeneas Paul, David Sanio, Peter Mark
wiley +1 more source
FINITE ELEMENT ANALYSIS OF POST-TENSIONED CONCRETE BOX GIRDERS
The behavior of prestressed concrete box-girder bridges has been studied under short term loading. The 20-noded isoparametric three-dimensional brick elements have been used to model the concrete in the box-girder with its two cantilever flanges.
Husain M. Husain +1 more
doaj +1 more source

