Biosafety and Toxicological Evaluation of Tissue-Cultured Echinacea purpurea Adventitious Roots

Murthy, Hosakatte Niranjana,Park, So-Young,Lee, Eun Jeong,Paek, Kee Yoeup Korean Society of Horticultural Science 2015 원예과학기술지 Vol.33 No.1

Echinacea purpurea (L.) Moench (purple cone flower) is an important medicinal plant; it can enhance immunity, relieve pain, and reduce inflammation, and also has hormonal, antiviral, and antioxidant effects. Adventitious root biomass of Echinacea purpurea was produced in commercial-scale bioreactors for use as a dietary supplement in the food industry and in traditional medicine. Biosafety and toxicological evaluations of tissue-cultured Echinacea purpurea adventitious roots (TCEPARs) were performed. Reverse mutation and chromosomal aberration tests showed no significant mutagenicity. Furthermore, repeated four-week oral dose tests performed in Sprague-Dawley rats did not show any notable changes in the general behavior of the rats, in the gross appearance of their internal organs, or in their mortality rate. There were no differences between the control group and the treatment group in parameters such as absolute body weight, hematology, blood chemistry, and absolute and relative organ weights. These findings indicate that TCEPARs are safe and nontoxic when consumed at an average dietary level and can be used as raw material for traditional medicine and the food industry.

Barriers to Realization of Forestry Mitigation Potential in India

Murthy, Indu K,Prasad KV, Devi Institute of Forest Science 2018 Journal of Forest Science Vol.34 No.5

Implementation of mitigation options on land is important for realisation of the goals of the Paris Agreement to stabilize temperature at $2^{\circ}C$. In India, the Intended Nationally Determined Contribution (INDC) targets include a forestry goal of creation of carbon sinks of 2.5 to 3 billion tonnes by 2030. There are however, multiple barriers to implementation of forestry mitigation options in India. They include environmental, social, financial, technological and institutional barriers. The barriers are varied not just across land categories but also for a land category depending on its regional location and distribution. In addition to these barriers is the impeding climate change that places at risk realisation of the mitigation potential as rising temperatures, drought, and fires associated with projected climate change may lead to forests becoming a weaker sink or a net carbon source before the end of the century.

ON NEAT-INJECTIVE GROUPS

Murthy, N.V. Ramana,Mashhood, Asif Department of Mathematics 1989 Kyungpook mathematical journal Vol.29 No.2

Effect of dissimilar metal SENB specimen width and crack length on stress intensity factor

Murthy A. Ramachandra,Muthu Kumaran M.,Saravanan M.,Gandhi P. 한국원자력학회 2020 Nuclear Engineering and Technology Vol.52 No.7

Dissimilar metal joints (DMJs) are more common in the application of piping system of many industries. A 2- D and 3-D finite element analysis (FEA) is carried out on dissimilar metal Single Edged Notch Bending (DMSENB) specimens fabricated from ferritic steel, austenitic steel and Inconel e 182 alloy to study the behavior of DMJs with constraints by using linear elastic fracture mechanics (LEFM) principles. Studies on DMSENB specimens are conducted with respect to (i) dissimilar metal joint width (DMJW) (geometrical constraints) (5 mm, 10 mm, 20 mm, 30 mm and 50 mm) (ii) strength mismatch (material constraints) and (iii) crack lengths (16 mm, 20 mm and 24 mm) to study the DMJ behavior. From the FEA investigation, it is observed that (i) SIF increases with increase of crack length and DMJWs (ii) significant constraint effect (geometry, crack tip and strength mismatch) is observed for DMJWs of 5 mm and 10 mm (iii) stress distribution at the interfaces of DMSENB specimen exhibits clear indication of strength mismatch (iv) 3-D FEA yields realistic behavior (v) constraint effect is found to be significant if DMJW is less than 20 mm and the ratio of specimen length to the DMJW is greater than 7.4.

Crack growth analysis and remaining life prediction of dissimilar metal pipe weld joint with circumferential crack under cyclic loading

Murthy, A. Ramachandra,Gandhi, P.,Vishnuvardhan, S.,Sudharshan, G. 한국원자력학회 2020 Nuclear Engineering and Technology Vol.52 No.12

Fatigue crack growth model has been developed for dissimilar metal weld joints of a piping component under cyclic loading, where in the crack is located at the center of the weld in the circumferential direction. The fracture parameter, Stress Intensity Factor (SIF) has been computed by using principle of superposition as K_H + K_M. K_H is evaluated by assuming that, the complete specimen is made of the material containing the notch location. In second stage, the stress field ahead of the crack tip, accounting for the strength mismatch, the applied load and geometry has been characterized to evaluate SIF (K_M). For each incremental crack depth, stress field ahead of the crack tip has been quantified by using J-integral (elastic), mismatch ratio, plastic interaction factor and stress parallel to the crack surface. The associated constants for evaluation of K_M have been computed by using the quantified stress field with respect to the distance from the crack tip. Net SIF (K_H + K_M) computed, has been used for the crack growth analysis and remaining life prediction by Paris crack growth model. To validate the model, SIF and remaining life has been predicted for a pipe made up of (i) SA312 Type 304LN austenitic stainless steel and SA508 Gr. 3 Cl. 1. Low alloy carbon steel (ii) welded SA312 Type 304LN austenitic stainless-steel pipe. From the studies, it is observed that the model could predict the remaining life of DMWJ piping components with a maximum difference of 15% compared to experimental observations.

aarvee associates

Murthy, M 서울행정학회 2014 서울행정학회 학술대회 발표논문집 Vol.2014 No.7

Prediction of flexural behaviour of RC beams strengthened with ultra high performance fiber reinforced concrete

Murthy A, Ramachandra,Aravindan, M.,Ganesh, P. Techno-Press 2018 Structural Engineering and Mechanics, An Int'l Jou Vol.65 No.3

This paper predicts the flexural behaviour of reinforced concrete (RC) beams strengthened with a precast strip of ultra-high performance fiber-reinforced concrete (UHPFRC). In the first phase, ultimate load capacity of preloaded and strengthened RC beams by UHPFRC was predicted by using various analytical models available in the literature. RC beams were preloaded under static loading approximately to 70%, 80% and 90% of ultimate load of control beams. The models such as modified Kaar and sectional analysis predicted the ultimate load in close agreement to the corresponding experimental observations. In the second phase, the famous fatigue life models such as Papakonstantinou model and Ferrier model were employed to predict the number of cycles to failure and the corresponding deflection. The models were used to predict the life of the (i) strengthened RC beams after subjecting them to different pre-loadings (70%, 80% and 90% of ultimate load) under static loading and (ii) strengthened RC beams after subjecting them to different preloading cycles under fatigue loading. In both the cases precast UHPFRC strip of 10 mm thickness is attached on the tension face. It is found that both the models predicted the number of cycles to failure and the corresponding deflection very close to the experimental values. It can be concluded that the models are found to be robust and reliable for cement based strengthening systems also. Further, the Wang model which is based on Palmgren-Miner's rule is employed to predict the no. of cycles to failure and it is found that the predicted values are in very good agreement with the corresponding experimental observations.

Evaluation of mechanical properties for high strength and ultrahigh strength concretes

Murthy, A. Ramachandra,Iyer, Nagesh R.,Prasad, B.K. Raghu Techno-Press 2013 Advances in concrete construction Vol.1 No.4

Due to fast growth in urbanisation, a highly developed infrastructure is essential for economic growth and prosperity. One of the major problems is to preserve, maintain, and retrofit these structures. To meet the requirements of construction industry, the basic information on all the mechanical properties of various concretes is essential. This paper presents the details of development of various concretes, namely, normal strength concrete (around 50 MPa), high strength concrete (around 85 MPa) and ultra high strength concrete (UHSC) (around 120 MPa) including their mechanical properties. The various mechanical properties such as compressive strength, split tensile strength, modulus of elasticity, fracture energy and tensile stress vs crack width have been obtained from the respective test results. It is observed from the studies that a higher value of compressive strength, split tensile strength and fracture energy is achieved in the case of UHSC, which can be attributed to the contribution at different scales viz., at the meso scale due to the fibers and at the micro scale due to the close packing of grains which is on account of good grading of the particles. Micro structure of UHSC mix has been examined for various magnifications to identify the pores if any present in the mix. Brief note on characteristic length and brittleness number has been given.

Ginsenosides: prospective for sustainable biotechnological production

Murthy, Hosakatte Niranjana,Georgiev, Milen I.,Kim, Yun-Soo,Jeong, Cheol-Seung,Kim, Sun-Ja,Park, So-Young,Paek, Kee-Yoeup Springer-Verlag 2014 Applied microbiology and biotechnology Vol.98 No.14

<P>Panax ginseng C.A. Meyer (ginseng) is a well-known medicinal plant that has been traditionally used in the oriental countries for centuries. Wild ginseng is a scarce and rare commodity. Field cultivation of the ginseng plant is a time-consuming and labor-intensive process. Ginsenosides, a group of glycosylated triterpenes, also known as saponins, are the principal bioactive constituents of ginseng. The use of cell and organ culture processes has been sought as a potential alternative for the efficient mass production of ginseng raw material. Various bioprocessing strategies have been developed to date. Cells and adventitious roots have been cultured in large-scale bioreactors and various strategies have been developed accordingly for the enhancement of biomass and ginsenoside accumulation. This review highlights the recent progress in the cultivation of ginseng cell and organ cultures for the production of ginsenosides from bioreactor cultures. In addition, the metabolism and biochemistry of ginsenoside biosynthesis, genomic and proteomic studies in ginseng, metabolic engineering, biosafety, toxicological evaluation, and efficacy assessment of ginseng raw material are also summarized and thoroughly discussed.</P>

Synthesis, Characterization and Bioevaluation of New Tetrahydroquinazolines

Murthy, Y.L.N.,Acharyulu, P.V.N.,Dubey, P.K.,Sundari, T. Tirunala Korean Chemical Society 2008 대한화학회지 Vol.52 No.3

새로운 다섯개의 tetrahydroquinazolines 의 합성과 구조 결정 및 생물학적 평가는 보고 되었다. 최초에 준비된 cyclohexanones는 목표분자를 얻기 위한 synthon으로 사용되어졌다. 이들은 치환된 벤즈알데히드와 결합되어졌고, 얻어진 chalcone은 구아니딘 염산염으로 처리했다. 모든 분자들은 인간세포에 무독하며 상당한 항균성을 보여줬다. The synthesis, characterization and bioevaluation of five new tetrahydroquinazolines was reported. Initially cyclohexanones were prepared and they were used as synthons to get the target molecules. These were condensed with substituted benzaldehydes and the resulting chalcones were treated with guanidine hydrochloride . All the molecules were non-toxic to human cells and showed significant antibacterial activity.