1 AIT Asian Institute of Technology

A method for predicting the crack strength of ferrocement

AuthorChowdhury, S. M. Manzurul Islam
Call NumberAIT Thesis no. ST-85-06
Subject(s)Strength of materials
Ferrocement--Testing
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
AbstractThis study deals with a theoretical and experimental investigation of the applicability of linear elastic fracture mechanics in predicting the first tensile crack strength of ferrocement reinforced with aligned continuous fibers. Taking into account the improved mechanical properties of ferrocement, a method for predicting the first crack strength in direct tension was developed based on the concepts of linear elastic fracture mechanics and mechanism of crack arrest. Extensive experimental work was carried out to check the validity of the proposed expression. An emphasis was given on the definite influence of the specific surface of reinforcement. numerical solutions were conducted for the cases covered in the experiment. Experimental findings lead to the conclusion that the first tensile crack strength of ferrocement can be rationally predicted on the basis of the concepts mentioned. Numerical solutions substantiated by experimental results establishes a linear relationship between the first crack strength and the specific surface of reinforcement. The numerical method being suggested can lead to a better design against cracking for certain applications of ferrocement.
Year1985
TypeThesis
SchoolSchool of Engineering and Technology (SET)
DepartmentOther Field of Studies (No Department)
Academic Program/FoSStructural Engineering (STE) /Former Name = Structural Engineering and Construction (ST)
Chairperson(s)Pama, Ricardo P.
Examination Committee(s)Brotton, Derick M. ;Pichai Nimityongskul
Scholarship Donor(s)The Swiss Government
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1985


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