Izdavačka djelatnost Građevinsko-arhitektonskog fakulteta Sveučilišta u Splitu / Publications of the Faculty of Civil Engineering and Architecture University of Split:

KNJIGE I SKRIPTA / BOOKS AND EDUCATIONAL MATERIALS

    Cijena / Price:   50,00 kn

Static Analysis of Conrete Shells

prof. dr. sc. Jure Radnić
Građevinsko-arhitektonski fakultet Sveučilišta u Splitu / Faculty of Civil Engineering and Architecture University of Split

doc. dr. sc. Alen Harapin
Građevinsko-arhitektonski fakultet Sveučilišta u Splitu / Faculty of Civil Engineering and Architecture University of Split

mr. sc. Domagoj Matešan
Institut građevinarstva Hrvatske, d.d. / Civil Engineering Institute of Croatia

Recenzenti / Reviewers:

prof. dr. sc. Josip Dvornik
prof. dr. sc. Krešimir Herman
prof. dr. sc. Vicko Šimić

Nakladnik / Publisher:

Radnić d.o.o., Skradinska 13, Split

Sunakladnik / Co-publisher:

Institut građevinarstva Hrvatske d.d., Janka Rakuše 1, Zagreb

Tehnički urednik / Technical editor:

mr. sc. Domagoj Matešan

Tisak / Print:

Tiskara POLJICA d.o.o., Dugi Rat

Naklada / Circulation:

ISBN 953-99447-0-8 (Split)

Kataloški opis / Catalogue description:

UDK 624.012.45

RADNIĆ, Jure

    Static analysis of concrete shells / J. Radnić, D. Matešan, A. Harapin. - Split : "Radnić", 2003. ; Zagreb : Institut građevinarstva Hrvatske. - IV, 57 str. : ilustr. ; 23 cm

Bibliografija: str. 55-57.

ISBN 953-99447-0-8 (Split)

Glavna poglavlja iz sadržaja knjige / Main chapters from the book:

  1. Introduction

  2. Assumed shell elements

  3. Material modelling

  4. Geometry modelling

  5. The solution procedure

  6. The computational program SALJ

  7. Numerical examples

  8. Conclusion

  9. References

 

Iz Predgovora knjige / Abstract from the Preface:

"... This monograph presents a numerical model for the analysis of reinforced concrete slabs and shells subjected to instantaneous static loads. The model is relatively simple and at the same time it includes the dominant nonlinear effects of the reinforced structures behavior, such as: concrete yielding under compression, cracks development in concrete under tension, cracks opening and closing at cyclic load and shear stiffness of cracked concrete and nonlinear behavior of the reinforcement. A model of geometric nonlinearity includes large displacements and small strains. The adopted degenerated shell finite element eliminates the negative effects of the so-called shear and membrane "locking". Based on presented numerical model, SALJ computation program had been developed for engineering practice..."

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