Glass reinforcement for concrete

1941 ◽  
Vol 231 (6) ◽  
pp. 546
Author(s):  
R.H.O.
Keyword(s):  
2015 ◽  
Vol 1124 ◽  
pp. 83-88 ◽  
Author(s):  
Tomáš Bittner ◽  
Petr Tej ◽  
Miroslav Vokáč ◽  
Petr Bouška ◽  
Šárka Nenadálova

The paper is about a research focused on a development of thin slabs made from white UHPC. These slabs are reinforced by scattered PVA fibres and textile glass reinforcement in form of 2D net. The aim of the experiment is the development of tin slabs that can be used as facade or roof panels. The course of the experimental tests of these slabs and its correspondence with the numeric analysis made with ATHENA software is in the paper. Three slab specimens with size of 750 x 125 x 15 mm were tested in four-point bending. The white UHPC matrix was reinforced by the scattered PVA fibres and the 2D textile glass reinforcement with mesh 20 x 20 mm. The used 2D reinforcement was coated against alkali conditions, so called AR - Glass with 2400 TEX fineness. The reinforcement was placed and fixed near the lower surface of the slabs. The course of the tests was continually monitored by an automatic measuring unit where especially the acting force, the deformation in the middle of the span, the deformation in the supports and the progressive formation and development of cracks were detected. The numeric model was created in 3D surroundings of Gid 2011 program and then converted into ATENA software.


2021 ◽  
pp. 63-67
Author(s):  
V. N. Morgun ◽  
◽  
A. Yu. Bogatina ◽  
A. A. Revyakin ◽  
L. V. Morgun ◽  
...  

The paper substantiates a necessity to improve operational properties of building products and structures that are used at construction of transport objects. It shows that the modern approach to design ated problem is in the course of fibre reinforcement of fused and cellular concretes. The work provides reference and experimental data on the level of positive influence of metal and synthetic fibre on operational properties of concretes of various structures. On the basis of experimental results the authors have presented a fundamental possibility of complex improvement of engineering structures properties by using bar fibre-glass reinforcement. As a result, they have formulated a number of perspective technologies suitable for creating building elements from fibre and complexreinforced concretes for transport objects.


2016 ◽  
Vol 249 ◽  
pp. 261-266
Author(s):  
Tomáš Bittner ◽  
Petr Bouška ◽  
Šárka Nenadálová ◽  
Milan Rydval ◽  
David Čítek

This abstract is summarizing production and subsequent experimental testing of 3D profile of the symmetrical I shape concrete from UHPC matrix and reinforced with textile glass fibres. Upper and bottom covering strips of this profile are at the outside fibres reinforced with textile glass reinforcement. Position of this reinforcement is fixed in the distance of about 3 mm from outside fibres and is connected with reinforcement of the profile stem located in its axis. Such prepared beams were tested with four-point flexure evenly loaded until fracture. Course of the measurement was continuously recorded by the automatic logger, where mostly increase of the force in relation to deflection in the middle of the span and change of position of supports were recorded. From the recorded data were prepared graphic outputs compared with the same experiments performed on I profile which is not reinforced, i.e. only UHPC matrix, and for comparison also on the profile made from UHPC matrix with use of metal wires. In the conclusion were compared achieved test results. Mainly suitability and loading capacity of individual beam types was compared. Within the experiment were performed supporting tests based on which were determined material characteristics of tested matrix and textile glass reinforcement. Tests were performed in the Klokner Institute within solution of the grant project GACŘ 13-12676S.


1968 ◽  
Author(s):  
W. E. Brown ◽  
J. D. Striebel ◽  
D. C. Fuccella

2001 ◽  
Vol 687 ◽  
Author(s):  
Edward S. Kolesar ◽  
Matthew D. Ruff ◽  
William E. Odom ◽  
Simon Y. Ko ◽  
Jeffery T. Howard ◽  
...  

AbstractA new polysilicon surface micromachining technique for fabricating and assembling three- dimensional structures has been developed. Single-layer polysilicon elements and laminated polysilicon panels incorporating trapped-glass reinforcement ribs have been successfully fabri- cated on a silicon substrate with robust and continuous hinges that facilitate out-of-plane rotation and assembly. To realize a stable three-dimensional structure, one of the device's elevatable panel components is terminated with an array of open windows, and the mating rotatable element has a matched set of protruding arrowheads/microrivets with flexible barbs that readily flex to facilitate their joining and assembly. Because the arrowhead/microrivet barb tip-to-barb tip sepa- ration is larger than the opening in the mating window, the barbs flex inward as they pass through the open window and then expand to their original shape upon exiting the window, re- sulting in a permanently latched joint and a three-dimensional structure. Three novel arrow- head/microrivet designs have been micromachined to facilitate the latching process, including a simple arrowhead, a high-aspect ratio arrowhead, and a rivet-like structure with a hemispherical shaped cap and a flexible split shank.


2015 ◽  
Vol 627 ◽  
pp. 192-199 ◽  
Author(s):  
S. Sankaranarayanan ◽  
V. Hemanth Shankar ◽  
S. Jayalakshmi ◽  
Nguyen Quy Bau ◽  
Manoj Gupta

Sign in / Sign up

Export Citation Format

Share Document