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Article | 27-August-2018

VIBRATION PROPAGATION IN SUBSOIL: IN-SITU TESTING AND NUMERICAL ANALYSES

Stefan PRADELOK, Marian ŁUPIEŻOWIEC

Architecture, Civil Engineering, Environment, Volume 10 , ISSUE 1, 79–86

Article | 15-March-2021

COMPUTATIONAL AND EXPERIMENTAL STUDY OF THE STRENGTH OF A COMPOSITE DRIVE SHAFT

finite element method. Prototypes of composite drive shafts were produced for further laboratory and field tests. The author proposed a new design of composite drive shafts and a method for calculating the strength of the proposed design; the results were verified by bench laboratory and field tests. From the results of this work, conclusions about the performance of the developed structures and their applicability to racing cars were drawn.

Aleksandr BOLSHIKH

Transport Problems, Volume 16 , ISSUE 1, 75–86

Research paper | 31-July-2017

Anhedonia but not passive floating is an indicator of depressive‑like behavior in two chronic stress paradigms

unpredictable mild stress ora two‑week combined chronic stress. The behavioral effects of stress were evaluated using sucrose preference, forced swim and open field tests. After the exposure to chronic unpredictable mild stress, anhedonia was developed, activity in the open field increased, while no changes in the duration of passive floating could be detected. After chronic combined stress, anhedonia was also evident, whereas behavior in the open field and forced swim test did not change. The levels of

Mikhail Yu. Stepanichev, Anna O. Tishkina, Margarita R. Novikova, Irina P. Levshina, Sofiya V. Freiman, Mikhail V. Onufriev, Olga A. Levchenko, Natalia A. Lazareva, Natalia V. Gulyaeva

Acta Neurobiologiae Experimentalis, Volume 76 , ISSUE 4, 324–333

Article | 28-August-2018

RESEARCH ON THE NEW CFRP PRESTRESSING SYSTEM FOR STRENGTHENING OF RC STRUCTURES

anchorages can generate maximum prestressing force of 170 kN. The research on NPS II comprised a series of static and fatigue tests on anchorages themselves, system mounted on strengthened beams as well as on-site, i.e. on actual RC bridge. The system has been examined, its efficiency has been confirmed in laboratory and in field tests and now it is ready to use in strengthening purposes.

Bartosz PIĄTEK, Tomasz SIWOWSKI

Architecture, Civil Engineering, Environment, Volume 10 , ISSUE 3, 81–87

Research Article | 02-February-2017

STRUCTURAL ANALYSIS OF RAILWAYS BOLSTER-BEAM UNDER COMMERCIAL OPERATION CONDITIONS: OVER-TRACTION AND
OVER-BRAKING

work is constructed based on the following phases: (i) analysis of the kinematics of the vehicle; (ii) development of numerical models, a model based on the multibody theory, and a Finite Elements model; (iii) development of experimental field tests; and (iv) development of simulations for a detailed analysis of the structural behaviour for a study of the strain distribution in the main bolster-beam. This study is applied to a particular case of a railway system

Ronald M. MARTINOD, German R. BETANCUR, Jorge L. RESTREPO, Leonel F. CASTAÑEDA

Transport Problems, Volume 11 , ISSUE 2, 67–77

research-article | 30-November-2020

Meloidogyne incognita management by nematicides in tomato production

performance relative to other non-fumigant nematicides has varied from somewhat worse (Jones et al., 2017) to comparable (Silva et al., 2019) to somewhat better (Hajihassani et al., 2019; Li et al., 2020; Yue et al., 2020). There have been few field tests of fluopyram against SRKN. Fluopyram compared favorably to abamectin for SRKN management in field tomato production (Ji et al., 2019), but did not provide adequate coverage depth in the soil profile for carrot (Daucus carota) production (Becker et al

Zane J. Grabau, Chang Liu, Rebeca Sandoval-Ruiz

Journal of Nematology, Volume 53 , 1–12

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