Estimation of resilient behavior of crushed waste rocks using repeated load CBR tests

The primary objective of this research is to investigate the role of strategic human resource management practices in developing resilient organizational behavior. This research aims to test the mediating function of individual resilient behavior between strategic human resources management practices and resilient organizational behavior. Data was collected from 780 managerial level employees working in small and medium Chinese enterprises in Hubei Province through a self-administrated questionnaire. The Smart partial least square structural equation modeling technique was used for data analysis. The analysis showed a significant positive relationship among SHRM practices, employee resilient behavior, and resilient organizational behavior. Results also show that employee resilient behavior partially mediates the relationship between SHRM practices and resilient organizational behavior. Individual resilient behavior is needed when an organization is in crisis, restructuring, transformation, turbulent, and unfavorable conditions. Without individual resilient behavior, it is difficult for an organization to be resilient. Therefore, strategic human resource management practices are essential to develop an employee’s resilience. This research contributed to the body of knowledge by bringing new concepts together. The main contribution was testing the role of individual resilient behavior between strategic human resource management practices and resilient organizational behavior.

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Evaluation of permanent deformation of multilayer porous asphalt courses using an advanced multiply-repeated load test

Construction and Building Materials ◽

10.1016/j.conbuildmat.2017.11.028 ◽

2018 ◽

Vol 160 ◽

pp. 19-29 ◽

Cited By ~ 14

Author(s):

Xiaowei Wang ◽

Xingyu Gu ◽

Qiao Dong ◽

Jiangtao Wu ◽

Jiwang Jiang

Keyword(s):

Permanent Deformation ◽

Load Test ◽

Porous Asphalt ◽

Repeated Load

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RESIDUAL DISPLACEMENTS‘ PROGRESIVE ANALYSIS OF THE MULTISUPPORTED BEAM / DAUGIAATRAMĖS SIJOS LIEKAMŲJŲ POSLINKIŲ PROGRESINĖ ANALIZĖ

Mokslas - Lietuvos ateitis ◽

10.3846/mla.2014.686 ◽

2014 ◽

Vol 6 (5) ◽

pp. 461-467 ◽

Cited By ~ 1

Author(s):

Liudas Liepa ◽

Agnė Gervytė ◽

Ela Jarmolajeva ◽

Juozas Atkočiūnas

Keyword(s):

Numerical Methods ◽

Mathematical Models ◽

Lower Bounds ◽

Upper And Lower Bounds ◽

Analysis Problem ◽

Residual Displacements ◽

Repeated Load ◽

Energy Principles

This paper focuses on a shakedown behaviour of the ideally elasto-plastic beams system under variable repeated load. The mathematical models of the analysis problems are created using numerical methods, extremum energy principles and mathematic programming. It is shown that during the shakedown process the residual displacements vary non-monotonically. By solving analysis problem, where the load locus is being progressively expanded, it is possible to determine the upper and lower bounds of residual displacements. Suggested methods are ilustrated by solving multisupported beam example problem. The results are obtained considering principle of the small displacements. Nagrinėjamas idealiai tampriai plastinės lenkiamos strypinės sistemos prisitaikomumo būvis, veikiant kartotinei kintamajai apkrovai. Analizės uždavinių matematiniai modeliai sudaromi, pasitelkus skaitinius metodus, ekstreminius energinius principus ir matematinį programavimą. Parodoma, kad prisitaikant konstrukcijai jos liekamieji poslinkiai gali kisti nemonotoniškai. Išsprendus analizės uždavinį, kuriame progresyviai plečiama apkrovos veikimo sritis, galima nustatyti viršutines ir apatines liekamųjų poslinkių kitimo ribas. Siūloma metodika iliustruota daugiaatramės sijos liekamųjų poslinkių skaičiavimo pavyzdžiu. Rezultatai gauti, esant mažų poslinkių prielaidai.

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On Some Experimental Results of Notched or Holed Bars Under Repeated Load (Part 2)

Journal of the Japan Institute of Metals and Materials ◽

10.2320/jinstmet1937.12.5_31 ◽

1948 ◽

Vol 12 (5) ◽

pp. 31-33

Author(s):

Yuichi Kawada

Keyword(s):

Experimental Results ◽

Repeated Load

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Long-Term Deformations of Strengthened Reinforced Concrete Linear Elements

Key Engineering Materials ◽

10.4028/www.scientific.net/kem.691.51 ◽

2016 ◽

Vol 691 ◽

pp. 51-60 ◽

Cited By ~ 1

Author(s):

Martin Krizma ◽

Lubomir Bolha

Keyword(s):

Reinforced Concrete ◽

Long Term Results ◽

Short Term ◽

Limit States ◽

Linear Elements ◽

Repeated Load ◽

The Moment ◽

Concrete Elements ◽

Fiber Fabric

The issue of strengthening the damaged linear reinforced concrete elements have been engaged since 2008. We focused on the analysis of resistance and the characteristics of limit states of serviceability in the damaged and subsequently strengthened elements at a short-term loading. In the introduction phase, the strengthening of the elements was carried out with the following procedures – installation of an overlayer on the coupling board or a combination of the board and use of glass – fiber fabric (GFRP). The strengthening was also affected by the type of contact (reinforced/non-reinforced) – the deformed element/coupling board and its effect on resistance, type of deformation and serviceability. In the non-reinforced contact, we applied some of the types of adjustments to the surface of the strengthened element. At the moment, we are dealing with the effects of time and repeated load on the strengthened elements. The results correspond to the reinforced contact. The values are compared with the short-term results of the strengthened beams and with the long-term results of the beams prepared for strengthening.

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