Wyniki wyszukiwania - BazTech

1

Experimental study of debris-induced scour around a slotted bridge pier

Hamidifar Hossein, Nezhadian Damoon Mohammad Ali, Carnacina Iacopo

Acta Geophysica

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2022

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Vol. 70, no 5

2325--2339

EN

One of the most common problems for river engineers is the accumulation of waterborne debris upstream of the bridge piers. In addition to reducing the cross-sectional flow area, debris increases the drag force exerted to the pier and contributes to scour. Several studies have been carried out by previous researchers to examine the usefulness of different types of countermeasures. The effectiveness of these countermeasures is not well understood when debris accumulation occurs. In this study, the effect of debris accumulation on the efficiency of a bridge pier slot, as scour countermeasure, is investigated experimentally. A total of 54 experiments were carried out under different hydraulic and debris geometrical conditions. The results showed that slots were effective in protecting bridge piers against scouring in presence of debris. Depending on the debris shape, the reduction efficiency may increase or decrease for a slotted pier in presence of debris accumulation when compared to the standard pier conditions without debris accumulation. Except for the inverse pyramid shape, the maximum scour is generally more reduced due to sheltering effect when the debris is located on the bed. While debris accumulation can lead to a reduction of the slot efficiency, the slot can be considered a reliable countermeasure against scouring. The outcome of this study can help the design of new bridges affected by large wood debris accumulations.

2

Analysis of the impact of slot geometry on the stresses distribution in a plate of S235JR steel subjected at biaxial load

Konieczny M., Gasiak G.

Inżynieria Materiałowa

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2018

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Vol. 39, nr 6

228--235

EN

The numerical calculations the state of reduced stress in the plate with the slot at the biaxial load made it possible to determine areas of stress concentration around the top of the slot. It was shown that the highest of reduced stress concentration occurred in the plate with a flat slot with dimensions of l = 20 mm, r = 0.25 mm, c = 0.5 mm when the slope of the main axis of the slot forms an angle α = 30° and α = 60° for biaxial load, i.e. Pz = 100 kN and compression Py = –100 kN (pure shear case). The stress concentration factor k depending on the method of plate load, slot geometry and angle of inclination the main axis of the slot takes values from k = 3.07 to k = 18.69 for a flat slot when the inclination of the main axis of the slot formed an angle α = 0° and angle α = 90°; from k = 2.81 to k = 18.42 in the case of a flat slot when the slope of the main axis of the slot formed an angle α = 45° and from k = 2.83 to k = 18.48 for a flat slot when the inclination of the main axis of the slot formed an angle α = 30° and angle α = 60°. Significant values of reduced stresses concentration in the top area of the slot are usually the cause of microcracks, which under the influence of variable loads may initiate the propagation of fatigue cracks and lead to destruction of the machine element or construction element.

PL

Jedną z przyczyn powstawania i rozwoju pęknięć zmęczeniowych jest występowanie spiętrzenia naprężeń miejscowych, powstających wokół otworów, szczelin, podcięć, wgłębień kątowych w materiale oraz kołnierzy. Pęknięcia zmęczeniowe rozwijają się od tzw. ognisk, które powstają w miejscach spiętrzenia naprężeń. Znanych jest szereg metod analitycznych, eksperymentalnych i numerycznych podejmujących problem analizy stanu naprężenia w płytach lub tarczach zawierających otwory i szczeliny. Celem pracy jest numeryczna analiza stanu naprężenia w tarczy ze szczeliną, wykonanej ze stali S235JR, poddanej dwuosiowemu obciążeniu i na tej podstawie wskazanie miejsc spiętrzenia naprężeń wokół wierzchołka szczeliny.

3

Model eksperymentalny aktywnego uszczelnienia czołowego

Kundera C., Michalski D.

Hydraulika i Pneumatyka

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2011

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nr 2

9-11

PL

Opisano model aktywnego uszczelnienia czołowego i przedstawiono wyniki badan. Do identyfikacji właściwości bezstykowego uszczelnienia wyznaczono jego charakterystyki statyczne i dynamiczne. Uzyskane wyniki Są potwierdzeniem rezultatów wcześniejszych analiz.

EN

The paper describes the model of an active face seal and presents some research results. In the identification of the test non-contact seal has been determined its static and dynamic characteristics. It can be concluded that the active non contact seals is a non-linear system.