scholarly journals Formwork with Variable Geometry for Concrete Shells Production Technology

Author(s):  
Vitalijs Lusis

One of the main constructive materials in the building sphere is a precast concrete and fiber concrete. It is well influenced by scientific research basis, development and implementation of progressive technologies. The fiber concrete it is an ideal material with practically unlimited number of shapes. A nomenclature of concrete articles increases, it is working on different shape formation and processing. While preparation for this document started with the concept fabrication, it is necessary to understand the methods of construction variable geometry formwork of concrete thin-shell surfaces, both past and present as a point of departure. An understanding of this background helps provide an essential foundation for the exploration of new potential advances in the field of thin-shell construction. Obviously that is the reason for fiber concrete to be the most widespread constructive building material all over the world. In the article are considered shell development technology features and is evaluated technical and economical effectiveness of concrete shells with thin walls. Now variable geometry systems from flexible materials are developing and improving, there is a great potential followed by modern events in concrete technology. The results of laboratory experiments have proved that the technology can be used for fibro concrete shell production and construction.

2020 ◽  
Vol 7 (1) ◽  
pp. 199-214
Author(s):  
Luigi Fenu ◽  
Eleonora Congiu ◽  
Giuseppe Carlo Marano ◽  
Bruno Briseghella

AbstractArchitects and engineers have been always attracted by concrete shell structures due to their high efficiency and plastic shapes. In this paper the possibility to use concrete shells to support footbridges is explored. Starting from Musmeci’s fundamental research and work in shell bridge design, the use of numerical form-finding methods is analysed. The form-finding of a shell-supported footbridge shaped following Musmeci’s work is first introduced. Coupling Musmeci’s and Nervi’s experiences, an easy construction method using a stay-in-place ferrocement formwork is proposed. Moreover, the advantage of inserting holes in the shell through topology optimization to remove less exploited concrete has been considered. Curved shell-supported footbridges have been also studied, and the possibility of supporting the deck with the shell top edge, that is along a single curve only, has been investigated. The form-finding of curved shell-supported footbridges has been performed using a Particle-Spring System and Thrust Network Analysis. Finally, the form-finding of curved shell-supported footbridges subjected to both vertical and horizontal forces (i.e. earthquake action) has been implemented.


2010 ◽  
Vol 16 (1) ◽  
pp. 85-94 ◽  
Author(s):  
Gul Polat

Precast concrete technology is recognized worldwide as offering significant advantages. Despite the advantages they offer, precast concrete building systems’ share in both Turkey and the U.S. is very low, especially when compared to many European countries. Since Turkey is a developing country that is technologically dependent on the developed world, low share of industrialized building systems is highly expected in that country. However, the U.S. is a developed and industrialized country, so it was very interesting to see that these systems are not extensively used in that country either. This study investigated the factors that prevent the extensive use of precast concrete systems in the U.S. and Turkey through an extensive questionnaire survey. The survey results revealed that the perceptions of the American vs. Turkish respondents on most of the factors that affect the use of precast concrete systems are significantly different from each other. While American respondents considered size and load restrictions on transportation, poor communication among parties, and lack of qualified contractors specialized in precast concrete systems as three most important barriers to the extensive use of precast concrete systems in the U.S. building construction market, Turkish respondents ranked lack of good communication among parties and lack of structural engineers and contractors specialized in precast concrete systems as the most important three factors that prevent the extensive use of these systems in Turkey. This study indicated that precast concrete users and manufacturers should recognize that the main reasons for low utilization of precast concrete systems predominantly depend on the prevailing conditions of the country in question. Santrauka Surenkamojo gelžbetonio technologija visame pasaulyje pripažistama del daugelio svarbiu pranašumu. Nepaisant ju, surenkamojo gelžbetonio statybos sistemu dalis Turkijoje ir JAV, palyginti su kitomis Europos šalimis, yra labai maža. Turkija yra besivystanti šalis, kurios technologiju pletote priklauso nuo išsivysčiusiu šaliu, tad maža surenkamosios statybos sistemos dalis yra pagrista. Tačiau JAV yra išsivysčiusi ir industrializuota šalis, bet šiu sistemu naudojimo mastas šalyje yra mažas. Remiantis išsamia apklausa straipsnyje atlikta maža surenkamuju betono sistemu naudojimo JAV ir Turkijoje apimti lemiančiu veiksniu analize. Apklausos rezultatai parode, kad JAV ir Turkijos respondentu nuomonL del daugelio veiksniu labai skyresi. JAV respondentai nurode, kad trys pagrindiniai veiksniai, ribojantys surenkamuju gelžbetonio sistemu naudojima JAV statybos rinkoje, yra: transportavimo apribojimai del dydžio ir svorio; silpnas ryšys tarp statybos proceso dalyviu; kvalifikuotu statybos rangovu, kuriu specializacija ‐ surenkamieji statybos elementai, trūkumas. Turkijos respondentai pagrindinLmis priežastimis laiko bendradarbiavimo tarp statybos proceso dalyviu stoka ir specializuotu statybos projektuotoju bei rangovu trūkuma. Atlikta studija parodL, kad surenkamojo gelžbetonio sistemu naudotojai ir gamintojai turetu pripažinti, jog menka surenkamuju gelžbetonio sistemu naudojimo apimtis pirmiausia priklauso nuo šalyje dominuojančiu statybos salygu.


1981 ◽  
Vol 16 (1) ◽  
pp. 59-65 ◽  
Author(s):  
L A Godoy ◽  
J G A Croll ◽  
K O Kemp ◽  
J F Jackson

Interest in the effects of geometrical imperfections and cracks on the stresses in reinforced concrete shells has been stimulated by the failure of the Ardeer cooling tower. Due to the extreme difficulties of testing doubly curved, reinforced concrete shell models, a programme of experiments on an axially loaded aluminium cylinder containing controlled axisymmetric geometric imperfections has been carried out to show the nature of the stress distributions that occur when meridional cracking passes across the imperfection. Results over a wide range of crack configurations, for which the discrete cracks have both partial and complete loss of stiffness in the circumferential direction, are found to be in close agreement with predictions from an appropriate finite element numerical modelling. It is shown how the concentration of membrane hoop stresses associated with the imperfections are redistributed to cause substantial changes in meridional bending and membrane stresses only when a complete loss of stiffness occurs at the cracks. With the thin reinforced concrete shells used in cooling towers having only limited flexural capacity, the combination of geometric imperfections and cracks could, as a consequence, readily lead to failure once yield or fracture of the hoop reinforcement occurs.


2022 ◽  
Vol 7 (1) ◽  
pp. 9
Author(s):  
Elham Mousavian ◽  
Claudia Casapulla

Segmental arched forms composed of discrete units are among the most common construction systems, ranging from historic masonry vaults to contemporary precast concrete shells. Simple fabrication, transport, and assembly have particularly made these structural systems convenient choices to construct infrastructures such as bridges in challenging environmental conditions. The most important drawback of segmental vaults is basically the poor mechanical behaviour at the joints connecting their constituent segments. The influence of the joint shape and location on structural performances has been widely explored in the literature, including studies on different stereotomy, bond patterns, and interlocking joint shapes. To date, however, a few methods have been developed to design optimal joint layouts, but they are limited to extremely limited geometric parameters and material properties. To remedy this, this paper presents a novel method to design the strongest joint layout in 2D arched structures while allowing joints to take on a range of diverse shapes. To do so, a masonry arched form is represented as a layout of potential joints, and the optimization problems developed based on the two plastic methods of classic limit analysis and discontinuity layout optimization find the joint layout that corresponds to the maximum load-bearing capacity.


Author(s):  
Gilberto Dreas

<p>Several Elevated Transit Guideway projects in congested urban enviroments have been completed in the last 30 years. A lot more will be built in the near future to minimize the use of private cars, avoid traffic congestion and reduce carbon emissions. The use of precast segmental technology has been largely preferred for the construction of these structures for a number of advantages that the technology offers, including but not limited to: aesthetics, fast construction, durability, limited urban impact, low sensibility to construction constraints. In recent projects a some new governing design factors are being considered, such as sustainable construction, health and safety, materials efficiency, longer design life. Purpose of this presentation is to summarise the last thirty-years experience in design and construction of precast segmental elevated guideways, focusing on the key design factors such as: Urban impact, Train system – structure interaction, Noise emission Riding comfort, Design criteria, etc. In addition to the above, new factors that may govern the design and construction of the projects planned for the near future will be presented and discussed.</p>


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