Relevant bibliographies by topics / Experimental Stress Analysis

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Experimental Stress Analysis'

Author: Grafiati
Published: 4 June 2021
Last updated: 4 February 2022

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Journal articles on the topic "Experimental Stress Analysis"

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Patterson, Eann, Richard Greene, Manuel Heredia, and Jon Lesniak. "OS03W0354 Hybrid thermal methods in experimental stress analysis." Abstracts of ATEM : International Conference on Advanced Technology in Experimental Mechanics : Asian Conference on Experimental Mechanics 2003.2 (2003): _OS03W0354. http://dx.doi.org/10.1299/jsmeatem.2003.2._os03w0354.

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Lee, Ho Beom. "Evaluation of Residual Stress using IITC of Experimental Stress Analysis on Concrete Structure." Journal of the Korean Society of Civil Engineers 34, no. 2 (2014): 415. http://dx.doi.org/10.12652/ksce.2014.34.2.0415.

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Altuntas, Mehmet, Ozlem Salman, and Cevat Erdem Imrak. "Experimental Stress Analysis of Elevator Guiding Equipment." Key Engineering Materials 572 (September 2013): 177–80. http://dx.doi.org/10.4028/www.scientific.net/kem.572.177.

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Guide rails which take place in structure of elevator, are the important elements for safety of elevator systems. They have attached together end to end with the fishplates and bolts, and are anchored to wall with brackets. Connections between guide rails and brackets are provided by clips. To ensure the safe operation of elevators, the guide rails, fishplates, brackets, bolts, clips have enough strength against to loads and forces which affect these elements. In this study, shear tests are performed to examine mechanical properties of bolts and clips which are used guide rail anchor element. The results which are gained from stress calculations and experiments are compared and interpreted.
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Erklig, Ahmet, and M. Akif Kütük. "Experimental Finite Element Approach for Stress Analysis." Journal of Engineering 2014 (2014): 1–7. http://dx.doi.org/10.1155/2014/643051.

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This study aims to determining the strain gauge location points in the problems of stress concentration, and it includes both experimental and numerical results. Strain gauges were proposed to be positioned to corresponding locations on beam and blocks to related node of elements of finite element models. Linear and nonlinear cases were studied. Cantilever beam problem was selected as the linear case to approve the approach and conforming contact problem was selected as the nonlinear case. An identical mesh structure was prepared for the finite element and the experimental models. The finite element analysis was carried out with ANSYS. It was shown that the results of the experimental and the numerical studies were in good agreement.
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Berghaus, D. G. "EXPERIMENTAL STRESS ANALYSIS AND THE PERSONAL COMPUTER." Experimental Techniques 10, no. 12 (December 1986): 28–29. http://dx.doi.org/10.1111/j.1747-1567.1986.tb00597.x.

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KURIMURA, Akinobu. "105 Experimental Analysis of Stress Intensity Factor." Proceedings of Conference of Hokkaido Branch 2001.41 (2001): 10–11. http://dx.doi.org/10.1299/jsmehokkaido.2001.41.10.

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Tran, Hong Quan, and Tan Thanh Nguyen. "Stress strain experimental analysis of geopolymer concrete." IOP Conference Series: Materials Science and Engineering 1088, no. 1 (February 1, 2021): 012066. http://dx.doi.org/10.1088/1757-899x/1088/1/012066.

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ALMALEH, Ahmad, Yutaka SAWAKI, and Kiyoshi ISOGIMI. "OS01W0077 Fundamental study of caustic experimental method in thermal stress analysis : Investigation for one or two dimensional stress field in circular disk." Abstracts of ATEM : International Conference on Advanced Technology in Experimental Mechanics : Asian Conference on Experimental Mechanics 2003.2 (2003): _OS01W0077. http://dx.doi.org/10.1299/jsmeatem.2003.2._os01w0077.

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Hashimoto, Hiromu, and Yuta Sunami. "MoC-1-2 INTERNAL STRESS ANALYSIS OF WOUND ROLL CONSIDERING THERMAL-VISCOELASTIC PROPERTY AND EXPERIMENTAL VERIFICATION." Proceedings of JSME-IIP/ASME-ISPS Joint Conference on Micromechatronics for Information and Precision Equipment : IIP/ISPS joint MIPE 2015 (2015): _MoC—1–2–1—_MoC—1–2–3. http://dx.doi.org/10.1299/jsmemipe.2015._moc-1-2-1.

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Candas, Adem, Serpil Kurt, Ismail Gerdemeli, and Eren Kayaoglu. "An Experimental Stress Analysis of a Jib Crane." Key Engineering Materials 572 (September 2013): 173–76. http://dx.doi.org/10.4028/www.scientific.net/kem.572.173.

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Jib cranes are a kind of material handlingmachines using in the industry such as factories, shipyards, constructionareas, and storages. Standards and regulations about them are published by API(American Petroleum Institute), FEM (The Federation Europeen de la Manutention)et al. In this study a jib crane designed by an engineering work group, were examinedin terms of static structural test analysis before put it into use according tothe API Spec 2. Firstly, critical areas, which have the highest stress values,were determined by finite element method in a commercial analysis program. The nextstep is the application of strain gages on the structure and initial referencetest values are obtained just before the assembling. Two tests were done afterthe jib crane was assembled under circumstances with no load and test load.Finally, strain and stress values were calculated and the resulting stressobtained from tests and finite element method analysis results were comparedwith each other.
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Dissertations / Theses on the topic "Experimental Stress Analysis"

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URURAHY, MARCELO FERREIRA PINTO. "THEORETICAL-EXPERIMENTAL THERMAL STRESS ANALYSIS IN VISCOELASTIC CYLINDERS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 1991. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=19375@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
Apresenta-se neste trabalho o desenvolvimento de um modelo teórico-numérico baseado na Teoria da Viscoelasticidade Linear capaz de prever as distribuições transientes e residuais das componentes de tensão e de deformação de um cilindro polimérico longo submetido a resfriamento brusco. Descrevem-se, ainda, os procedimentos experimentais adotados como intuito de se determinarem algumas propriedades térmicas e mecânicas do sistema epóxi DER331/XG0103/XB81215. Finalmente, comparam-se os resultados fornecidos pelo modelo teórico-numérico com resultados experimentais obtidos através da utilização de uma técnica extensométrica conhecida como Método de Sachs.
This work presents the development of a theoretical and numerical model based on the Linear Viscoelastic Theory able to predict the transient and residual stress and deformation distributions in a long polymeric cylinder subject to a rapid cooling. The work describes the experimental procedures adopted aiming to determine some thermal and mechanical properties of the epoxy system DER331/XG0103/XB81215. Finally, the results from the theoretical numerical model are compared to the ones obtained experimentally by na extensometric technique known as Sachs’ Method.
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Schepers, Scott Timothy. "Renewal In The Context Of Stress: A Potential Mechanism Of Stress-Induced Reinstatement." ScholarWorks @ UVM, 2017. http://scholarworks.uvm.edu/graddis/780.

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In the animal laboratory, stressors can produce the relapse of drug-seeking behaviors after the behavior has been inhibited by extinction. This type of relapse has been called stress-induced reinstatement, and it models the relapse that is commonly reported in human populations. Interestingly, in the laboratory, stress does not typically reinstate extinguished behaviors that have been reinforced by food. One account of the discrepancy is that drugs of abuse may induce stress; therefore, when organisms learn to respond for drugs, they might learn to make the response in the “context” of stress. If so, then stress-induced reinstatement may be better described as renewal in a stress context. Renewal is the type of relapse that occurs when a behavior is returned to the original training context (or is shifted to a new context) after it has been inhibited or suppressed by extinction. Although renewal has usually been studied with contexts that differ in their exteroceptive cues, interoceptive cues (e.g., mood, food deprivation, and drug states) may also provide contexts. Accordingly, if an interoceptive stress state is present when food-seeking behavior is learned, then extinguished food seeking, like drug seeking, should also renew when the organism is stressed after extinction. In this dissertation, I discuss six experiments that investigated this hypothesis. Experiment 1 found that stressors renew extinguished food-seeking if they are also present during instrumental training. Experiments 2 and 3 then provided preliminary evidence that this effect is not exclusively due to incentive learning. Experiment 4 then suggested that interoceptive stress, and not the particular stressor that produces it, may indeed serve as a general interoceptive context that controls the effect. Experiment 5 found that stressors present for acquisition but not extinction training render behavior susceptible to stress induced relapse. The final experiment found that food-reinforced behavior learned in a context created by a cocaine injection renews after cocaine administration but not after footshock stress. Overall, the results indicate that the presence of interoceptive stress stimuli may play the role of context in a renewal paradigm and promote behavioral relapse when re-encountered after extinction. The implications for relapse that often occur following successful suppression of drug use and overeating behaviors are both discussed.
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Ward, David. "Hydrodynamic effects on soiled surfaces : an experimental study and theoretical analysis." Thesis, Open University, 2000. http://oro.open.ac.uk/58091/.

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Chaparala, Satish Chandra. "Die stress analysis in plastic encapsulated electronic packages an experimental and numerical approach /." Diss., Online access via UMI:, 2006.

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Park, Hyuen Me (Mia) Park. "Numerical and experimental analysis of stress behavior of plasma-sprayed Bioglass on titanium /." Full text open access at:, 1996. http://content.ohsu.edu/u?/etd,587.

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Wei, Ling. "Experimental study of growth and protein dynamics in yeast Hog1 mutants under osmotic stress." HKBU Institutional Repository, 2011. http://repository.hkbu.edu.hk/etd_ra/1282.

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Johnson, Shane Miguel. "Computational modeling, stochastic and experimental analysis with thermoelastic stress analysis for fiber reinforced polymeric composite material systems." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34668.

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Many studies with Thermoelastic Stress Analysis (TSA) and Infrared Thermography, in Fiber Reinforced Polymeric materials (FRPs), are concerned with surface detection of "hot spots" in order to locate and infer damage. Such experimental analyses usually yield qualitative relations where correlations between stress state and damage severity cannot be obtained. This study introduces quantitative experimental methodologies for TSA and Digital Image Correlation to expand the use of remote sensing technologies for static behavior, static damage initiation detection, and fatigue damage in FRPs. Three major experimental studies are conducted and coupled with nonlinear anisotropic material modeling: static and TSA of hybrid bio-composite material systems, a new stochastic model for fatigue damage of FRPs, and fracture analysis for FRP single-lap joints. Experimental calibration techniques are developed to validate the proposed macromechanical and micromechanical nonlinear anisotropic modeling frameworks under multi-axial states of stress. The High Fidelity Generalized Method of Cells (HFGMC) is a sophisticated micromechanical model developed for analysis of multi-phase composites with nonlinear elastic and elastoplastic constituents is employed in this study to analyze hybrid bio-composites. Macro-mechanical nonlinear anisotropic models and a linear orthotropic model for fracture behavior using the Extended Finite Element method (XFEM) are also considered and compared with the HFGMC method. While micromechanical and FE results provide helpful results for correlating with quasi-static behavior, analyzing damage progression after damage initiation is not straightforward and involves severe energy dissipation, especially with increasing damage progression. This is especially true for fatigue damage evolution, such as that of composite joints as it is associated with uncertainty and randomness. Towards that goal, stochastic Markov Chain fatigue damage models are used to predict cumulative damage with the new damage indices proposed using full-field TSA image analysis algorithms developed for continuously acquired measurements during fatigue loading of S2-Glass/E733FR unidirectional single-lap joints. Static damage initiation is also investigated experimentally with TSA in single-lap joints with thick adherends providing for new design limitations. The computational modeling, stochastic and experimental methods developed in this study have a wide range of applications for static, fracture and fatigue damage of different FRP material and structural systems.
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Javidinejad, Amir. "An experimental stress analysis approach for pure shear testing and analysis of a fiber reinforced plastic composite." Thesis, Georgia Institute of Technology, 1994. http://hdl.handle.net/1853/20706.

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Park, Joon Boo. "Theoretical and Experimental Analysis of Residual Stress Formation after Implant Resistance Welding of Polycarbonate." The Ohio State University, 1992. http://rave.ohiolink.edu/etdc/view?acc_num=osu1392653414.

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鈴木, 賢治, Kenji SUZUKI, 啓介 田中, Keisuke TANAKA, 義明 秋庭, Yoshiaki AKINIWA, 昌志 川村, et al. "放射光高エネルギーX線による遮熱コーティングのはく離応力の評価." 日本機械学会, 2004. http://hdl.handle.net/2237/9140.

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Books on the topic "Experimental Stress Analysis"

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1925-, Riley William F., ed. Experimental stress analysis. 3rd ed. New York: McGraw-Hill, 1991.

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Wieringa, H., ed. Experimental Stress Analysis. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9.

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1925-, Riley William F., ed. Experimental stress analysis. 3rd ed. New York: McGraw-Hill, 1991.

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Freddi, Alessandro, Giorgio Olmi, and Luca Cristofolini. Experimental Stress Analysis for Materials and Structures. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-06086-6.

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International Conference on Experimental Stress Analysis (8th 1986 Amsterdam, Netherlands). Experimental stress analysis: Proceedings of the VIIIth International Conference on Experimental Stress Analysis, Amsterdam, The Netherlands, May 12-16, 1986. Dordrecht: Martinus Nijhoff, 1986.

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F, Doyle James. Modern experimental stress analysis: The solution of partially specified problems. Hoboken, NJ: Wiley, 2004.

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Verderaime, V. Aluminum U-groove weld enhancement based on experimental stress analyses. Huntsville, Ala: George C. Marshall Space Flight Center, 1995.

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Wieringa, H. Experimental Stress Analysis: Proceedings of the VIIIth International Conference on Experimental Stress Analysis, Amsterdam, the Netherlands, May 12-16, 1986 Organized by: Netherlands Organization for Applied Scientific Research (TNO) on behalf of The Permanent Committee for Stress Analysis. Dordrecht: Springer Netherlands, 1986.

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editor, Marsavina Liviu, ed. Proceedings of the 14th Symposium on Experimental Stress Analysis and Materials Testing: Selected, peer reviewed papers from the 14th Symposium on Experimental Stress Analysis and Materials Testing with the Occasion of 90 Years of Strength of Materials Laboratory from POLITECHNICA University Timisoara, May 23-25, 2013, Timisoara, Romania. Durnten-Zurich, Switzerland: TTP, Trans Tech Publications Ltd, 2014.

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Berghaus, D. G. Calculations for experimental stress analysis, using the personal computer: A SEM Education Committee Program, SEM Spring Conference, June 14-19, 1987, Houston, Texas. [Bethel, CT?]: SEM, 1987.

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Book chapters on the topic "Experimental Stress Analysis"

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Pindera, J. T., and M. J. Pindera. "Experimental techniques of isodynes." In Isodyne Stress Analysis, 156–84. Dordrecht: Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-0973-1_7.

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Rutkowska, D. "New Method for Measurement of Time Characteristics of Mechanical Systems." In Experimental Stress Analysis, 191–95. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9_22.

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Aicha, L. Ben, Y. Gilibert, and A. Rigolot. "Measure and Design of Stresses in Adhesive Bonded Trusses: Extensometrical and Laser-Elasticimetrical Methods." In Experimental Stress Analysis, 1–9. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9_1.

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Scott, R. H., and P. A. T. Gill. "Techniques in Experimental Stress Analysis for Reinforced Concrete Structures." In Experimental Stress Analysis, 87–96. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9_10.

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Janssen, G. T. M., and J. M. J. Oostvogels. "Experimental and Theoretical Research into the Collision Resistance of Inland LPG-Carriers." In Experimental Stress Analysis, 97–105. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9_11.

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Macura, P. "Experimental Stress Analysis at Plastic Deformations." In Experimental Stress Analysis, 107–16. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9_12.

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Medved, V. "Micro-Computer Based Measurement and Processing Method for Human Locomotor System’s Take-Off Properties Evaluation." In Experimental Stress Analysis, 117–22. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9_13.

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Waeckel, Nicolas, Jean-François Jullien, and Alain Kabore. "Buckling of Axially Compressed Imperfect Cylinders and Ring Stiffened Cylinders Under External Pressure." In Experimental Stress Analysis, 123–32. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9_14.

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Allison, I. M. "Stress Analysis of Threaded Connections Secured by Locknuts." In Experimental Stress Analysis, 133–40. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9_15.

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Sauren, A. A. H. J., G. W. M. Peters, and H. v. Mameren. "Redesign and Development of a Force Transducer of the Buckle Type." In Experimental Stress Analysis, 141–50. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9_16.

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Conference papers on the topic "Experimental Stress Analysis"

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Howell, Geoffrey, Janice M. Dulieu-Barton, Mithila Achintha, and Andrew F. Robinson. "A stress-free model for residual stress assessment using thermoelastic stress analysis." In International Conference on Experimental Mechanics 2014, edited by Chenggen Quan, Kemao Qian, Anand Asundi, and Fook Siong Chau. SPIE, 2015. http://dx.doi.org/10.1117/12.2083020.

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Saito, S., Satoru Yoneyama, and Masahisa Takashi. "3D stress analysis by scattered light photoelasticity." In Second International Conference on Experimental Mechanics, edited by Fook S. Chau and Chenggen Quan. SPIE, 2001. http://dx.doi.org/10.1117/12.429560.

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Huang, M. J., P. C. Sung, and H. L. An. "Phase unwrapping work of photoelastic stress analysis." In Fourth International Conference on Experimental Mechanics, edited by Chenggen Quan, Kemao Qian, Anand K. Asundi, and Fook S. Chau. SPIE, 2009. http://dx.doi.org/10.1117/12.851550.

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Imura, Makoto, Motonobu Iizuka, Shigeki Nakae, Takeshi Mori, and Takayuki Koyama. "Stress analysis of bolted joints under centrifugal force." In International Conference on Experimental Mechanics 2013 and the Twelfth Asian Conference on Experimental Mechanics, edited by Somnuk Sirisoonthorn. SPIE, 2014. http://dx.doi.org/10.1117/12.2054069.

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Quinn, S., and Janice M. Dulieu-Barton. "Thermoelastic stress analysis of holes in cylindrical shells." In Third International Conference on Experimental Mechanics, edited by Xiaoping Wu, Yuwen Qin, Jing Fang, and Jingtang Ke. SPIE, 2002. http://dx.doi.org/10.1117/12.468819.

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Rowlands, Robert E. "Hybridizing experimental, numerical, and analytical stress analysis techniques." In Second International Conference on Experimental Mechanics, edited by Fook S. Chau and Chenggen Quan. SPIE, 2001. http://dx.doi.org/10.1117/12.429596.

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Rowlands, R. E. "Stress analysis by synergizing experimental, analytical, and numerical techniques." In International Conference on Experimental Mechnics 2008 and Seventh Asian Conference on Experimental Mechanics, edited by Xiaoyuan He, Huimin Xie, and YiLan Kang. SPIE, 2008. http://dx.doi.org/10.1117/12.839085.

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Hawong, Jai-Sug, Jeong-Hwan Nam, Song-Ling Han, O.-Sung Kwon, and Sung-Han Park. "A study on the development of loading device of photoelastic stress freezing method for O-ring stress analysis." In International Conference on Experimental Mechnics 2008 and Seventh Asian Conference on Experimental Mechanics, edited by Xiaoyuan He, Huimin Xie, and YiLan Kang. SPIE, 2008. http://dx.doi.org/10.1117/12.839278.

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Luo, Yi, Xinyuan Zu, Shaoqiang Yin, Peiyan Huang, and Yongqiang Zhangz. "Experimental stress analysis of a full-diving barge hull." In Third International Conference on Experimental Mechanics, edited by Xiaoping Wu, Yuwen Qin, Jing Fang, and Jingtang Ke. SPIE, 2002. http://dx.doi.org/10.1117/12.468821.

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Lalor, N. "The Experimental Determination Of Vibrational Energy Balance In Complex Structures." In Stress and Vibration: Recent Developments in Measurement and Analysis, edited by Peter Stanley. SPIE, 1989. http://dx.doi.org/10.1117/12.952927.

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Reports on the topic "Experimental Stress Analysis"

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Moore, S. E., J. K. Hayes, and R. A. Weed. Experimental stress analysis and fatigue tests of five 24-in. NPS ANSI Standard B16. 9 tees. [PWR; BWR]. Office of Scientific and Technical Information (OSTI), March 1985. http://dx.doi.org/10.2172/5914008.

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Dahlbacka, G. 2 dimensional analysis of a NOVETTE laser generated stress-impulse experiment. Office of Scientific and Technical Information (OSTI), October 1988. http://dx.doi.org/10.2172/6159373.

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Rahman, Mohammad, Ahmed Ibrahim, and Riyadh Hindi. Bridge Decks: Mitigation of Cracking and Increased Durability—Phase III. Illinois Center for Transportation, December 2020. http://dx.doi.org/10.36501/0197-9191/20-022.

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Early-age cracking in concrete decks significantly reduces the service life of bridges. This report discusses the application of various concrete mixtures that include potential early mitigation ingredients. Large-scale (7 ft × 10 ft) experimental bridge prototypes with similar restraint conditions found in actual bridges were poured with different concrete mixtures to investigate mitigation techniques. Portland cement (control), expansive Type K cement, internally cured lightweight aggregate (LWA), shrinkage-reducing admixture (SRA), and gypsum mineral were investigated as mitigating ingredients. Seven concrete mixtures were prepared by using individual ingredients as well as a combination of different ingredients. The idea behind combining different mitigating techniques was to accumulate the combined benefit from individual mitigating materials. The combined Type K cement and LWA mixture showed higher concrete expansion compared with mixtures containing Portland cement, Type K cement, LWA, and SRA in the large-scale experimental deck. Extra water provided by LWA significantly enhanced the performance of Type K cement’s initial expansion as well as caused larger total shrinkage over the drying period. A combination of Type K cement and gypsum mineral showed insignificantly higher expansion compared with the individual Type K mixture. Overall, the experimental deck containing SRA showed the least total shrinkage compared with other mixtures. Finite-element modeling was performed to evaluate and predict concrete stress-strain behavior due to shrinkage in typical bridges. A parametric study using finite-element analysis was conducted by altering the structure of the experimental deck. More restraint from internal reinforcement, less girder spacing, larger girder flange width, and more restrictive support conditions increased the concrete tensile stress and led to potential cracking in the concrete deck.
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Amela, R., R. Badia, S. Böhm, R. Tosi, C. Soriano, and R. Rossi. D4.2 Profiling report of the partner’s tools, complete with performance suggestions. Scipedia, 2021. http://dx.doi.org/10.23967/exaqute.2021.2.023.

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This deliverable focuses on the proling activities developed in the project with the partner's applications. To perform this proling activities, a couple of benchmarks were dened in collaboration with WP5. The rst benchmark is an embarrassingly parallel benchmark that performs a read and then multiple writes of the same object, with the objective of stressing the memory and storage systems and evaluate the overhead when these reads and writes are performed in parallel. A second benchmark is dened based on the Continuation Multi Level Monte Carlo (C-MLMC) algorithm. While this algorithm is normally executed using multiple levels, for the proling and performance analysis objectives, the execution of a single level was enough since the forthcoming levels have similar performance characteristics. Additionally, while the simulation tasks can be executed as parallel (multi-threaded tasks), in the benchmark, single threaded tasks were executed to increase the number of simulations to be scheduled and stress the scheduling engines. A set of experiments based on these two benchmarks have been executed in the MareNostrum 4 supercomputer and using PyCOMPSs as underlying programming model and dynamic scheduler of the tasks involved in the executions. While the rst benchmark was executed several times in a single iteration, the second benchmark was executed in an iterative manner, with cycles of 1) Execution and trace generation; 2) Performance analysis; 3) Improvements. This had enabled to perform several improvements in the benchmark and in the scheduler of PyCOMPSs. The initial iterations focused on the C-MLMC structure itself, performing re-factors of the code to remove ne grain and sequential tasks and merging them in larger granularity tasks. The next iterations focused on improving the PyCOMPSs scheduler, removing existent bottlenecks and increasing its performance by making the scheduler a multithreaded engine. While the results can still be improved, we are satised with the results since the granularity of the simulations run in this evaluation step are much ner than the one that will be used for the real scenarios. The deliverable nishes with some recommendations that should be followed along the project in order to obtain good performance in the execution of the project codes.
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STRESS RESPONSE AND INITIAL STIFFNESS OF SIDE PLATE CONNECTIONS TO WCFT COLUMNS. The Hong Kong Institute of Steel Construction, September 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.9.

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To study the mechanism of load transfer in double-side-plate connections between I-beams and wall-type concrete-filled steel tubular columns, a pseudo-static experiment and finite element analysis were conducted for two full-scaled specimens. The results revealed that the primary load was transmitted along an S-shaped path in the side plate, and the primary strain occurred in an X-shaped region between the left and right steel beam flanges. The shear force in the steel beam web was transmitted first to the side plate centre and then to the joint area, where the side plate, steel tube web, and concrete all resisted the internal force. Based on principal component methods, a calculation formula was established for initial rotational stiffness that comprehensively considers the influence of the tensions, compression, and shear deformation of the cover plate, side plate, and web. Comparing this formula with an existing model showed that the proposed formula is suitable for new types of side plate joints. Moreover, it can accurately calculate the initial rotational stiffness of the joint, thus providing a reliable basis for future engineering design.
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CAPACITY EVALUATION OF EIGHT BOLT EXTENDED ENDPLATE MOMENT CONNECTIONS SUBJECTED TO COLUMN REMOVAL SCENARIO. The Hong Kong Institute of Steel Construction, September 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.6.

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The extended stiffened endplate (8ES) connection is broadly used in the seismic load-resisting parts of steel structures. This connection is prequalified based on the AISC 358 standard, especially for seismic regions. To study this connection’s behaviors, in the event of accidental loss of a column, the finite element model results were verified against the available experimental data. A parametric study using the finite element method was then carried out to investigate these numerical models’ maximum capacity and effective parameters' effect on their maximum capacity in a column loss scenario. This parametric analysis demonstrated that these connections fail at the large displacement due to the catenary action mode at the rib stiffener's vicinity. The carrying capacity, PEEQ, Von-Mises stress, middle column force-displacement, critical bolt axial load, and the beam axial load curves were discussed. Finally, using the Least Square Method (LSM), a formula is presented to determine the displacement at the maximum capacity of these connections. This formula can be used in this study's presented method to determine the maximum load capacity of the 8ES connections in a column loss scenario.
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HYSTERETIC PERFORMANCE OF WEAK-AXIS CONNECTION WITH I-SHAPED PLATES IN STEEL FRAME. The Hong Kong Institute of Steel Construction, September 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.1.

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This paper elucidates numerically the behavior of weak-axis moment connections proposed by welding I-shaped plates in the H-section column to increase connection strength and ductility in steel frame. After validating the numerical methods through comparing the results of numerical analysis and experiments, the effectiveness of the proposed weak-axis connection were examined through comparing to the traditional weak-axis connection. The proposed weak-axis connection could move the highest stresses away from the start-stop points of a weld, and thus preventing the premature brittle fracture of the beam flange welds. The plastic hinge formed away from the beam-column interface, while the local buckling occurred in the weld access holes region in the traditional weak-axis connection. The proposed weak-axis connections can be classified as rigid in a strong-bracing system, and be classified as semi-rigid in weak-supported or unsupported system. And then a series of parametric studies was conducted to better understand the behavior of proposed weak-axis moment connections. The force-displacement relationships, location of the plastic hinge, Mises index (MI), triaxiality index (TI) and rupture index (RI) distributions at the beam flange welds were reported in detail. According to the numerical analysis, the design variables of I-shaped plates and widened flange plate are suggested, along with a design procedure.
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