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Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Dangwal, Shubham / Kumar, Tasham / Singh, Heaven / Sharma, Raju: Performance of corroded RC beam–column joints repaired using a hybrid scheme with HSFRC and stirrups replacement. In: Structural Concrete.

    https://doi.org/10.1002/suco.202400654

  2. Dangwal, Shubham / Singh, Heaven / Kumar, Prabhat: Review of factors affecting bond between ultra high performance concrete and steel fibers. In: Magazine of Concrete Research.

    https://doi.org/10.1680/jmacr.24.00163

  3. Dangwal, Shubham / Singh, Heaven: Numerical investigation of corroded reinforced concrete exterior beam‐column joints under quasi‐static reverse cyclic loading. In: Structural Concrete.

    https://doi.org/10.1002/suco.202400132

  4. Dangwal, Shubham / Singh, Heaven (2023): Seismic performance of corroded non-seismically and seismically detailed RC beam-column joints rehabilitated with High Strength Fiber Reinforced Concrete. In: Engineering Structures, v. 291 (September 2023).

    https://doi.org/10.1016/j.engstruct.2023.116481

  5. Singh, Pavitar / Singh, Heaven / Danie Roy, A. B. (2023): Sustainably produced concrete using weathered Linz-Donawitz slag as a fine aggregate Substitute: A comprehensive study with Artificial intelligence approach. In: Structures, v. 54 (August 2023).

    https://doi.org/10.1016/j.istruc.2023.05.088

  6. Singh, Pavitar / Roy, A. B. Danie / Singh, Heaven (2022): Mechanical and durability properties of concrete incorporating weathered coarse Linz-Donawitz (LD) steel slag. In: Journal of Building Engineering, v. 61 (Dezember 2022).

    https://doi.org/10.1016/j.jobe.2022.105301

  7. Gupta, P. K. / Verma, V. K. / Khaudhair, Ziyad A. / Singh, Heaven (2015): Effect of tube area on the behavior of concrete filled tubular columns. In: Computers and Concrete, v. 15, n. 2 (Februar 2015).

    https://doi.org/10.12989/cac.2015.15.2.141

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