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A platform for research: civil engineering, architecture and urbanism
Steel fibre influence on cracking and stiffness of reinforced concrete flexural members / ; Plieno plaušu armuotas betonas (SFRC), kombinuotas armavimas, plyšio plotis, įlinkis.
Mechanical properties of SFRC and its determination methods are examined. Results of the extensive experimental research as well as crack width and deflection calculation methods of steel fibre and combined reinforced concrete beams are analysed and presented in the work. Also, the adjustment coefficients kP and kpc, fRm,1 and its variation coefficient Vx estimation methods, a new plastic hinge calculation and fR,1 modification methods are presented in the dissertation.
Steel fibre influence on cracking and stiffness of reinforced concrete flexural members / ; Plieno plaušu armuotas betonas (SFRC), kombinuotas armavimas, plyšio plotis, įlinkis.
Mechanical properties of SFRC and its determination methods are examined. Results of the extensive experimental research as well as crack width and deflection calculation methods of steel fibre and combined reinforced concrete beams are analysed and presented in the work. Also, the adjustment coefficients kP and kpc, fRm,1 and its variation coefficient Vx estimation methods, a new plastic hinge calculation and fR,1 modification methods are presented in the dissertation.
Steel fibre influence on cracking and stiffness of reinforced concrete flexural members / ; Plieno plaušu armuotas betonas (SFRC), kombinuotas armavimas, plyšio plotis, įlinkis.
Kelpša, Šarūnas (author) / Daukšys, Mindaugas
2017-01-01
Theses
Electronic Resource
Lithuanian , English