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The Institute of Theoretical and Applied Mechanics
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1.
(75)
Original version of the author's contribution as presented on CD, . :
PDF
The solution of reinforced concrete slab using nonlocal model
Brdečko, L.
;
Zídek, R.
The modelling of reinforced concrete slabs is a topic of this paper. The main attention is paid to the cracks propagation, the increase and localization of the damage and [...]
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2.
(76)
Original version of the author's contribution as presented on CD, , page 555. :
PDF
Desalination of concrete sculptures on the Battle of the Nations
Zötzl, M.
;
Franzen, C.
The Monument to the Battle of the Nations (Völkerschlachtdenkmal) in Leipzig is in large parts made out of concrete. The inner dome roof is decorated with 342 cavalier s [...]
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3.
(79)
Original version of the author's contribution as presented on CD, SOL. :
PDF
Calibration of four fracture models and ductile fracture simulation possibility
Hůlka, J.
;
Petruška, P.
The paper deals with material models calibration from experiment tests on cylindrical bar. There are calibrated four ductile damage criteria, which seem to be generally w [...]
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4.
(79)
Original version of the author's contribution as presented on CD, . :
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CHLORIDE BINDING OF LAYERED DOUBLE HYDROXIDES IN CEMENTITIOUS MATERIALS
DUAN, Ping
;
SHUI, Zhong-he
Chloride induced corrosion was recognized as one of the major cause of degradation of reinforced concrete structures, layered double hydroxides (LDHs) materials could be [...]
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5.
(80)
Original version of the author's contribution as presented on CD, REL. :
PDF
SBRA method and development of its application
Pustka, D.
;
Marek, P.
This paper turns attention to the potential of the simulation based reliability assessment method SBRA considering especially the durability assessment of steel structure [...]
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6.
(80)
Original version of the author's contribution as presented on book, page 499. :
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PROBABILISTIC ANALYSIS FOR DESIGN ASSESSMENT OF COMPOSITE STEEL-AND-CONCRETE COMPRESSION MEMBERS
Puklický, L.
Steel-concrete composite columns are extensively used in modern buildings. Steel being of high tensile strength presents a high quality building material, concrete on the [...]
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7.
(81)
Original version of the author's contribution as presented on CD, REL. :
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Evaluation criteria of pipeline´s burst pressure
Novotný, C.
;
Španiel, M.
This paper is aimed at the problem of limit load carrying capacity of pipeline damaged by surface corrosion defects. Burst (limit) pressure is predicted using methodology [...]
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8.
(84)
Original version of the author's contribution as presented on book, page 571. :
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MODELING OF DYNAMIC FRAGMENTATION: ONE-DIMENSIONAL CASE
Stránský, J.
;
Jirásek, M.
Dynamic fragmentation (disintegration of continuous body into smaller pieces under dynamic loading) is a physical phenomenon observed in many fields of engineering and sc [...]
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9.
(85)
Original version of the author's contribution as presented on CD, . :
PDF
MODELING OF REINFORCEMENT CORROSION IN CONCRETE
Matesová, D.
;
Vořechovský, M.
Corrosion of reinforcing steel in concrete is one of the most influencing factors causing the degradation of reinforced concrete structures, conducting to concrete crack [...]
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10.
(85)
Original version of the author's contribution as presented on CD, , page 491. :
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Historical busts made of cement mortar – methods of examinations and causes of corrosion
Gralinska, A.
;
Topolska, W.
The aim of the project was to define the causes of damages done to two of thirteen busts made by Jerzy Sobocinski in 1971. The collection belongs to The National Museum i [...]
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11.
(86)
Original version of the author's contribution as presented on CD, . :
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EVALUATION OF CORROSION IN PORTLAND CEMENT MORTAR USING THE TECHNIQUE OF CORROSION ELECTROCHEMICAL POTENTIAL
MONTEIRO, Eliana Cristina Barreto
;
ALMEIDA, Kalline
The corrosion caused by the action of chloride ions represents the greatest threat to the durability and service life of reinforced concrete structures. This pathological [...]
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12.
(86)
Original version of the author's contribution as presented on book, page 271. :
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SENSITIVITY ANALYSIS OF STABILITY PROBLEMS OF STEEL COLUMNS USING SHELL FINITE ELEMENTS AND NONLINEAR COMPUTATION METHODS
Kala, Z.
;
Kala, J.
The paper analyzes the influence of initial imperfections on the load-carrying capacity of a slender strut, applying the ANSYS programme. The geometrical and material non [...]
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13.
(87)
Original version of the author's contribution as presented on CD, . :
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VAULTS AND SHELLS - COMPARISON OF NUMERICAL AND EXACT SOLUTION
Beran, P.
;
Kott, J.
This contribution deals with the modeling of shells. One of the possible methods how to numerically model a shell is to approximate its curved surface by several plane ar [...]
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14.
(87)
Original version of the author's contribution as presented on CD, . :
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Optimal Control of a Cylindrical Shell with a Unilateral Elastic Foundation and Rigid Supports
Bock, I.
;
Lovíšek, J.
We study an optimal control problem for an elastic cylindrical shell. Von K´rm´n-Donnell a a theory for moderately large deflections is assumed. We consider several un [...]
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15.
(87)
Original version of the author's contribution as presented on CD, paper. :
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Influence of surface corrosion defects on limit load carrying capacity of transmission gas pipelines
Španiel, M.
;
Novotný, C.
Abstrakt:
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16.
(88)
Original version of the author's contribution as presented on book, page 551. :
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ON APPLICATIONS OF GENERALIZED FUNCTIONS TO CALCULATION OF THIN CYLINDRICAL SHELLS
Sobotka, J.
The mathematical model of a thin cylindrical shell according to Timoshenko and Love bending theory contains derivatives of generalized internal forces and deformation com [...]
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17.
(88)
Dynamic response of the thin cylindrical shell on the polyharmonic local loading
Pečínka, L.
;
Krupa, V.
Abstrakt:
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18.
(100)
Original version of the author's contribution as presented on CD, paper. :
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The load-carrying capacity of a cylindrical shell with corrosion damage
Gajdoš, L.
;
Micka, M.
Abstrakt:
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