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The Institute of Theoretical and Applied Mechanics
22
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1.
(75)
Original version of the author's contribution as presented on CD, . :
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COMPARATIVE STUDY ON THE MECHANICAL AND DURABILITY BEHAVIOR OF HIGH-VOLUME FLY ASH CONCRETE VERSUS CONVENTIONAL CONCRETE
HOLMAN, Kyle R.
;
MYERS, John J.
An experimental investigation was conducted to study both the mechanical and durability performance of various specimens constructed with both high-volume fly ash concret [...]
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2.
(75)
Original version of the author's contribution as presented on CD, . :
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EXPERIMENTAL STUDY ON SHEAR STRENGTH OF HIGH-VOLUME FLY ASH CONCRETE VERSUS CONVENTIONAL CONCRETE
AREZOUMANDI, Mahdi
;
MYERS, John J.
An experimental investigation was conducted to study the shear strength of full-scale beams constructed with both high-volume fly ash concrete (HVFAC) – concrete with a [...]
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3.
(75)
Original version of the author's contribution as presented on CD, . :
PDF
Role of aggregates in durability of air lime mortars influence of curing conditions
Borges, C.
;
Veiga, R.
Ancient mortars have proved to be durable and reliable materials even when submitted to severe conditions of salts and high humidity. This study intends to contribute to [...]
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4.
(75)
Original version of the author's contribution as presented on CD, . :
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Numerical analysis of cracking in fiber reinforced lime renders
Kabele, P.
;
Přinosil, M.
Cracking behavior of lime mortar renders subjected to shrinkage is numerically investigated by the finite element method (FEM). The render materials selected for the stud [...]
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5.
(75)
Determination of the effective thermal conductivity of textile reinforced carbon-carbon composites
Marvalová, B.
;
Loudová, J.
Abstrakt:
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6.
(75)
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Navrhovanie tlačených prútov s ohľadom na trvanlivosť
Sýkora, M.
;
Vičan, J.
General principles of structural elements design for durability and their application for compression members are presented in this paper. Environmental influences in the [...]
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7.
(75)
Original version of the author's contribution as presented on CD, REL. :
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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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8.
(76)
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ALTERNATIVE ANCHORAGE SYSTEMS FOR TEXTILE REINFORCED CONCRETE ELEMENTS
FLANSBJER, Mathias
;
BLANKSVÄRD, Thomas
The main reason for the thickness of a concrete sandwich element is the requirement for the protective concrete cover for the steel reinforcement. Use of textile reinforc [...]
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9.
(76)
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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10.
(77)
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DURABILITY EVALUATION OF PRESTRESSED PRECAST CONCRETE PILES IN THE PERSIAN GULF MARINE ENVIRONMENT
SAFEHIAN, Majid
;
TAHOUNI, Shapur
Reinforced concrete structures are widely constructed in the Persian Gulf region for infrastructures of ports and oil exploration. But these structures are increasingly b [...]
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11.
(77)
Original version of the author's contribution as presented on book, page 235. :
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PREDICTING THE DIRECTION OF CRACK PROPAGATION ALONG THE CIRCUMFERENCE OF A MODEL RAILWAY CARRIAGE UNDER VARIOUS OPERATING CONDITIONS
Janíček, P.
;
Jandora, R.
This contribution deals with reliability of railway wheels as influenced by the occurrence of impaired limiting material strength. Results are presented of material inves [...]
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12.
(78)
Original version of the author's contribution as presented on book, page 627. :
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RELATIONS BETWEEN FRACTAL DIMENSION AND VOLUME OF TRABECULAR BONE AND ITS BEHAVIOUR UNDER LOADING
Topoliński, T.
;
Jung, S.
Two parameters of bone microarchitecture: volume of bone layer and fractal dimension were used. 42 human bone samples were cut to cylindrical testing samples of 8.5 mm th [...]
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13.
(80)
Original version of the author's contribution as presented on CD, . :
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EFFECT OF STEEL REBAR COMPOSITION AND SURFACE CONDITION ON THE CORROSION RATE OF RC STRUCTURES
ALHOZAIMY, Abdulrahman
;
NEGHEIMISH, Abdulaziz Al
This paper examines the influence of reinforcement steel elemental composition and surface condition (polished and unpolished) on the corrosion rate of reinforced concret [...]
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14.
(81)
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EFFECTS OF SURFACE BIO-DEPOSITION ON SORPTION OF HIGH PERFORMANCE FIBER-REINFORCED CEMENTITIOUS COMPOSITES
QIU, Jishen
;
YANG, En-Hua
This paper reports the effect of bacterial calcium carbonate precipitation on sorption of engineered cementitious composites (ECC), a high performance fiber-reinforced ce [...]
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15.
(81)
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PDF
Investigation of Reinforced Concrete Corrosion with Impact-Echo Method by Impact Produced at Armature and Sensor Placed at Concrete Beam
Skála, J.
;
Chobola, Z.
The paper deals with the study of dominant frequencies of an Impact-Echo method response signal obtained from a reinforced concrete beam with a steel rod diameter of 6mm. [...]
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16.
(82)
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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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17.
(82)
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STRUCTURAL MODELLING AND MONITORING OF CORROSION
BOSSIO, Antonio
;
MANFREDI, Gaetano
Evaluation of RC structures cannot leave aside from adequate structural monitoring, as clearly stated in main international building codes. Internal reinforcement corrosi [...]
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18.
(82)
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DURABILITY OF POLYPROPYLENE FIBRE REINFORCED CONCRETE EXPOSED TO MARINE ENVIRONMENT
NABAVI, Farhad
;
SAMALI, Bijan
This paper presents an experimental investigation on mechanical properties and durability of fibre reinforced concrete (FRC) incorporating polypropylene (PP) fibres expos [...]
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19.
(83)
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DURABILITY PROPERTIES OF SUSTAINABLE CEMENTS. INFLUENCE OF THE HARDENING ENVIRONMENT
SANCHEZ, Isidro
;
CLIMENT, Miguel A.
It is a fact well known that the active additions improves the mechanical as well as de durability of concrete structures. Usually the materials are tested in laboratory [...]
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20.
(84)
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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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21.
(86)
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CORROSION CRACKING THEORY FOR PREDICTING SERVICE LIFE OF RC STRUCTURES
GOYAL, Shweta
;
KUMAR, Maneek
Reinforced Concrete structures are designed to satisfy requirements regarding safety, serviceability and durability throughout their design service life. The present pape [...]
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22.
(100)
Original version of the author's contribution as presented on CD, . :
PDF
SUSTAINABILITY ASSESSMENT OF CONCRETE STRUCTURE DURABILITY UNDER REINFORCEMENT CORROSION
THYBO, Anna Emilie A.
;
STANG, Henrik
In the present paper a parametric study is conducted based on an existing finite element based model. The influence of cover layer, reinforcement diameter and water-to-ce [...]
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