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Rathish Kumar Pancharathi ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Karadumpa, Chandra Sekhar / Pancharathi, Rathish Kumar (2021): Developing a novel mix design methodology for slow hardening composite cement concretes through packing density approach. Dans: Construction and Building Materials, v. 303 (octobre 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.124391

  2. Karadumpa, Chandra Sekhar / Pancharathi, Rathish Kumar (2021): Influence of Particle Packing Theories on Strength and Microstructure Properties of Composite Cement–Based Mortars. Dans: Journal of Materials in Civil Engineering (ASCE), v. 33, n. 10 (octobre 2021).

    https://doi.org/10.1061/(asce)mt.1943-5533.0003848

  3. Kannam, Praveen / Sarella, Venkateswara Rao. / Pancharathi, Rathish Kumar (2018): Hybrid Effects of Stirrup Ratio and Steel Fibers on Shear Behaviour of Self-Compacting Concrete. Dans: Archives of Civil Engineering, v. 64, n. 1 (juin 2018).

    https://doi.org/10.2478/ace-2018-0010

  4. Paluri, Yeswanth / Noolu, Venkatesh / Mudavath, Heeralal / Pancharathi, Rathish Kumar (2021): Flexural Fatigue Behavior of Steel Fiber-Reinforced Reclaimed Asphalt Pavement–Based Concrete: An Experimental Study. Dans: Practice Periodical on Structural Design and Construction, v. 26, n. 1 (février 2021).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000540

  5. Arukala, Suchith Reddy / Pancharathi, Rathish Kumar / Pulukuri, Anand Raj (2019): Evaluation of Sustainable Performance Indicators for the Built Environment Using AHP Approach. Dans: Journal of The Institution of Engineers (India): Series A, v. 100, n. 4 (avril 2019).

    https://doi.org/10.1007/s40030-019-00405-8

  6. Siempu, Rakesh / Pancharathi, Rathish Kumar (2018): A study on the parameters influencing flexural bond stress in reinforced concrete. Dans: Structures, v. 16 (novembre 2018).

    https://doi.org/10.1016/j.istruc.2018.09.006

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