Results 31 to 40 of about 12,846 (180)

Mountains in the Sea: Round and Round [PDF]

open access: yes
In this activity, students will explore circulation cells in the vicinity of seamounts. They will be able to interpret data from a three-dimensional array of current monitors to infer an overall pattern of water circulation, hypothesize what effect an ...

core   +1 more source

Critical shear crack shapes in slender reinforced concrete beams with and without shear reinforcement

open access: yesStructural Concrete, EarlyView.
Abstract The accurate prediction of the shear capacity of reinforced concrete underpins the efficient and safe design of concrete buildings and infrastructure. Disagreement remains about shear mechanisms and the modeling of shear resistance. For slender beams without shear reinforcement, critical shear crack (CSC) models have attracted interest.
Hasini C. Weerasinghe, Janet M. Lees
wiley   +1 more source

Enhancement of shear strength of bonded post-tensioned beams using inverted-U shaped reinforcements

open access: yesCase Studies in Construction Materials, 2020
At cracked stage, the post-tensioned concrete beams resist shear through a different set of mechanisms, the accepted mechanisms are: interface shear transfer, dowel action of longitudinal reinforcements, shear transfer in compression zone, transversal ...
Milad Khatib, Zaher Abou Saleh
doaj   +1 more source

CALCULATION SCHEME OF REINFORCED CONCRETE STRUCTURES OF CIRCULAR CROSS-SECTION UNDER BENDING WITH TORSION

open access: yesInternational Journal for Computational Civil and Structural Engineering, 2021
The developed design diagram of the ultimate resistance of reinforced concrete structures in bending with torsion of circular cross-sections most fully reflects the features of their actual exploitation.
Vladimir Kolchunov, Sergey Bulkin
doaj   +1 more source

Incremental upper bound modeling of concrete failures in timber‐concrete notched connections

open access: yesStructural Concrete, EarlyView.
Abstract This paper introduces a novel theoretical framework for developing incremental upper bound solutions, which is applied to predict the response of two local concrete failures in timber‐concrete composite (TCC) decks with notched connections. The new approach enables a prediction of the capacity at the onset of failure as well as the entire post‐
Peter K. Rasmussen   +3 more
wiley   +1 more source

Effect of CFRP and TRM Strengthening of RC Slabs on Punching Shear Strength

open access: yesLatin American Journal of Solids and Structures
The paper presents experiments involving punching of RC slabs strengthened using externally bonded carbon fiber reinforced polymer (CFRP) sheet and textile reinforced mortar (TRM).
Husain Abbas   +3 more
doaj   +1 more source

Composite beams with indented construction joint – comparison of results of laboratory tests and numerical analysis

open access: yesBudownictwo i Architektura, 2020
The paper presents a comparative analysis of the behaviour of a composite beam, consisted of a precast element with indented surface and new concrete layer, subjected to 4-point bending.
Grzegorz Sadowski   +2 more
doaj   +1 more source

A simple, low-cost, data-logging pendulum built from a computer mouse

open access: yes, 2009
Lessons and homework problems involving a pendulum are often a big part of introductory physics classes and laboratory courses from high school to undergraduate levels.
Gintautas, Vadas, Hubler, Alfred
core   +1 more source

Nonlinear analysis of flat post‐tensioned concrete slab–edge column connections

open access: yesStructural Concrete, EarlyView.
Abstract This study presents nonlinear finite element analyses to investigate the punching shear behavior of unbonded post‐tensioned concrete flat slabs at slab‐edge column connections. A parametric analysis was conducted to evaluate the influence of four critical parameters on the punching shear resistance: the distribution of prestressing tendons ...
Igor Gonçalves   +4 more
wiley   +1 more source

NONLINEAR FINITE ELEMENT ANALYSIS OF COMPOSITE CONCRETE BEAMS

open access: yesJournal of Engineering
To study the nonlinear response of composite concrete beams, a finite element analysis is presented. Material nonlinearities as a result of nonlinear response of concrete in compression, crushing and cracking of concrete, strain softening and stiffening
Khalid S. Mahmoud   +1 more
doaj   +1 more source

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