Materials Map

Discover the materials research landscape. Find experts, partners, networks.

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The Materials Map is an open tool for improving networking and interdisciplinary exchange within materials research. It enables cross-database search for cooperation and network partners and discovering of the research landscape.

The dashboard provides detailed information about the selected scientist, e.g. publications. The dashboard can be filtered and shows the relationship to co-authors in different diagrams. In addition, a link is provided to find contact information.

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The Materials Map is still under development. In its current state, it is only based on one single data source and, thus, incomplete and contains duplicates. We are working on incorporating new open data sources like ORCID to improve the quality and the timeliness of our data. We will update Materials Map as soon as possible and kindly ask for your patience.

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in Cooperation with on an Cooperation-Score of 37%

Topics

Publications (3/3 displayed)

  • 2023Influence of Fibers on Fresh and Mechanical Properties of (FRC) Fiber Reinforced Concrete, A Step Towards Sustainability4citations
  • 2022Influence of Crack Width on Healing Performance and Mechanical Properties of Micro-Organisms Based Self Healing Concretecitations
  • 2022Effect of Curing Temperature on Mechanical Properties of Bio-phenolic/Epoxy Polymer Blendscitations

Places of action

Chart of shared publication
Ahsan, M.
2 / 3 shared
Cheema, S.
2 / 2 shared
Mughal, Tayyaba Latif
2 / 2 shared
Kanwal, Humaira
2 / 3 shared
Jawad, M.
1 / 2 shared
Sultan, Muhammad
1 / 7 shared
Mahmood, Amna
2 / 2 shared
Mughal, Sadia
2 / 2 shared
Tahir, M.
2 / 3 shared
Ahmad, Z.
1 / 15 shared
Sultan, A.
1 / 1 shared
Kashif, M. Ramzan
1 / 1 shared
Noshin, Sadaf
1 / 2 shared
Akram, U.
1 / 1 shared
Ismail, Ahmad Safwan
1 / 2 shared
Hassan, Azman
1 / 15 shared
Supian, A. B. M.
1 / 3 shared
Yahaya, Ridwan
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Chart of publication period
2023
2022

Co-Authors (by relevance)

  • Ahsan, M.
  • Cheema, S.
  • Mughal, Tayyaba Latif
  • Kanwal, Humaira
  • Jawad, M.
  • Sultan, Muhammad
  • Mahmood, Amna
  • Mughal, Sadia
  • Tahir, M.
  • Ahmad, Z.
  • Sultan, A.
  • Kashif, M. Ramzan
  • Noshin, Sadaf
  • Akram, U.
  • Ismail, Ahmad Safwan
  • Hassan, Azman
  • Supian, A. B. M.
  • Yahaya, Ridwan
OrganizationsLocationPeople

article

Influence of Crack Width on Healing Performance and Mechanical Properties of Micro-Organisms Based Self Healing Concrete

  • Sultan, A.
  • Ahsan, M.
  • Cheema, S.
  • Asim, M.
  • Mughal, Tayyaba Latif
  • Kashif, M. Ramzan
  • Kanwal, Humaira
  • Mahmood, Amna
  • Mughal, Sadia
  • Noshin, Sadaf
  • Tahir, M.
  • Akram, U.
Abstract

<jats:title>Abstract</jats:title><jats:p>Self healing concrete are the effective methods for solving concrete deterioration and improving durability. Keeping in this view, an experimental study is conducted to evaluate the strength and healing performance of concrete made with 4% fiber for all mixes and Effective Microorganism-1 (Expounded Cracks Healing Agent) of different percentages 0%, 2%, 4% and 6%, 8% and 10%. In this connection, 108 cylinders &amp; 54 cubes of six mixes are prepared. Workability of six mixes lies between 1mm - 38mm which is increasing by the increase of EM-1.The workability of fresh concrete using W/C ratio 0.4 is evaluated. After performing slump test, mix the all ingredients of concrete and cast the cylinders and cubes. Poured cylindrical and cubical specimens are left for different curing ages at 7, 14 and 28 days. After curing, splitting tensile strength test is performed on cylindrical specimens only and compressive strength on hardened concrete cylinders and cubes are tested and then checked the air content ratio of all six mixes which is within the acceptable ranges. After testing the cubes and cylinders are again kept in water for curing to check rate of healing and then checked the microstructure by SEM images. Cracks are small due to the use of fiber addition. By the use of EM-1, cracks can be healed. Maximum healing of crack width is between 0.04 mm to 0.07 mm if cracks width exceeds from 0.20 then it is difficult to restore. Results concluded that microorganism based self healing concrete is suitable at 6% addition in concrete which is suitable for humid environment and hydraulic structures where high strength and voids less concretes are required. Chopped strand mat can be used where concrete can be used without reinforcement.</jats:p>

Topics
  • impedance spectroscopy
  • microstructure
  • scanning electron microscopy
  • laser emission spectroscopy
  • crack
  • strength
  • tensile strength
  • void
  • durability
  • curing