Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Sheikh Shakib"'
Autor:
Patel, Roshani1, Sheikh, Shakib H.2 shakibsheikh122@gmail.com, Alwadkar, Indu3, Meshram, Priyanka4, Sharma, Ranjana5, Umate, Roshan6
Publikováno v:
Journal of Pharmaceutical Negative Results. 2022 Special Issue 7, Vol. 13, p1154-1159. 6p.
Autor:
Pazare, Samyak1 samyakpazare2019@gmail.com, Sheikh, Shakib H.2, Alwadkar, Indu3, Yelekar, Mayuri2, Sharma, Ranjana4, Munjewar, Pratiksha5
Publikováno v:
Journal of Pharmaceutical Negative Results. 2022 Special Issue 7, Vol. 13, p1160-1164. 5p.
Publikováno v:
Journal of Pharmaceutical Negative Results. 2022 Special Issue 7, Vol. 13, p1111-1115. 5p.
Publikováno v:
Multidiscipline Modeling in Materials and Structures. 18:351-369
PurposeThe study focused on improving stiffness and premature failure, the weaknesses of the other retrofitting techniques and the retrofitted beam. A detailed study regarding the section properties and effective length of the angles was also carried
Publikováno v:
6TH INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING FOR SUSTAINABLE DEVELOPMENT (ICCESD 2022).
Autor:
Abu Zakir Morshed, Sheikh Shakib
Publikováno v:
Journal of Engineering Science. 12:43-49
Cracking of cover concrete due to the corrosion of reinforcing steel is one of the main causes of deterioration in Reinforced Concrete (RC) structures. An outbound stress is developed in concrete surrounding the reinforcing steels due to the expansiv
Publikováno v:
Journal of Engineering Science. 11:93-99
Corrosion of reinforcement is an important durability concern for the structures exposed to coastal regions. Since corrosion of reinforcement involves long periods of time, impressed current technique is usually used to accelerate the corrosion of re
Publikováno v:
Engineering Solid Mechanics. :21-30
Autor:
Sheikh Shakib, Abu Zakir Morshed
Publikováno v:
Advances in Civil Engineering Materials. 8:20190161
In this research, an investigation was carried out through experimentation to explore the mechanism of concrete cover cracking because of expansive pressure induced by corrosion products. The study aimed to monitor structural health by monitoring the