Wyniki wyszukiwania - BazTech

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Stanowisko do badań zmęczeniowych materiałów przy zginaniu ze skręcaniem

Rozumek D., Pawliczek R., Lewandowski J.

Czasopismo Inżynierii Lądowej, Środowiska i Architektury / Journal of Civil Engineering, Environment and Architecture

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2017

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z. 64, nr 2/I

27--38

PL

W pracy zaprezentowano budowę, zasadę działania i pomiary na maszynie wytrzymałościowej do badań zmęczeniowych. Maszyna przeznaczona jest do badań zmęczeniowych próbek z materiałów konstrukcyjnych pracujących przy cyklicznie zmiennych obciążeniach zginających, skręcających i proporcjonalnym zginaniu ze skręcaniem. Można zadawać obciążenia z zerową lub różną od zera wartością średnią momentu. W pracy przedstawiono przykładowe pomiary statyczne i cykliczne na dźwigni maszyny i badanej próbce dotyczące cechowania stanowiska przy zginaniu i skręcaniu oraz wpływu wartości średniej obciążenia.

EN

The paper presents structure, a principle of operation and measurements of the strength machine for fatigue tests. The machine is designed for fatigue tests of specimens performed from the structural materials working under cyclical loads bending, torsion and proportional bending with torsion. We can ask the load with a zero or non-zero mean value of the moment. The paper presents examples of measurements of static and cyclic on lever machines and the tested specimen (calibration machine) under bending and torsion and the influence of the mean value load.

2

Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors

Latour M., Rizzano G.

Archives of Civil and Mechanical Engineering

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2017

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Vol. 17, no. 2

382--399

EN

The aim of this paper is to analyze the possibility to improve the seismic performance of cross-laminated timber (CLT) panel buildings introducing in the structure dissipative connectors in substitution of the classical hold-downs. In fact, as demonstrated by past experimental tests and numerical analyses, hold-downs exhibit a limited dissipation capacity. The proposed dissipative connector is called XL-stub and applies the concept usually adopted for ADAS devices. In order to prove the effectiveness of the proposed system the results of an experimental program devoted to characterize the force–displacement response under cyclic loads and low fatigue behavior of the XL-stub are presented and compared to the results of cyclic tests of hold-downs with same resistance. Afterwards, the comparison is extended at the level of the building, evaluating the influence of the connection on the seismic performance of the whole CLT panel building. To this scope, a FE model of the three-storey building tested within the SOFIE project is calibrated and multiple transient dynamic analyses are performed both for the building with the classical layout of connections and for the building equipped with XL-stubs. The obtained results are compared and the values of the behavior factor for the two solutions are calculated.

3

Cyclic tests on improved beam-column connections

Shi Y. J., Chen Z. F., Wang Y. Q.

International Journal of Applied Mechanics and Engineering

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2004

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Vol. 9, no 1

81-89

EN

After the Northridge earthquake in 1994, some researches in USA have identified three critical issues that significantly affect the strength and ductility of beam-column connections: (i) fracture toughness of weld metal, (ii) geometry and size of weld access hole, and (iii) control of panel zone deformation. This paper reports the experimental results from the second phase of a major research program on ductility of welded beam column connections under cyclic loadings which is supported by the Natural Science Foundation of China. The experiments focus on the geometry and size of weld access hole. Three new types of connection details are proposed and eight full size specimens are tested under cyclic loading. The ductility, the stress concentration behaviour, and the hysteretic behavior of these connections are investigated. Moreover, the influence of connection details on both the ultimate strength and the premature fracture behaviour of these connections are also analyzed, formulating advices on improvement of connection details. The experimental results provide valuable information for updating the seismic design code of high-rise steel buildings in China.