- Scan-ID:
- 2b261f2e-333e-4399-b14a-630d06f3f3a8Beendet
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- Bericht beendet:
Links · 21 gefunden
Die von der Seite ausgehenden identifizierten Links
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| https://dx.doi.org/https://doi.org/10.34117/bjdv8n12-015 | https://doi.org/10.34117/bjdv8n12-015 |
| https://doi.org/https:%2f%2fdoi.org%2f10.34117%2fbjdv8n12-015 | https://doi.org/10.34117/bjdv8n12-015 |
| https://scholar.google.com/scholar?hl=en&q=Pullout+test+in+steel+fiber+reinforced+concrete | Google Scholar |
| https://portal.dnb.de/opac.htm?query=tit+all+%22Pullout+test+in+steel+fiber+reinforced+concrete%22&method=simpleSearch&cqlMode=true | DNB |
| https://www.worldcat.org/search?qt=worldcat_org_all&q=Pullout+test+in+steel+fiber+reinforced+concrete | WorldCat |
| https://www.base-search.net/Search/Results?lookfor=Pullout+test+in+steel+fiber+reinforced+concrete&type=tit&ling=1&refid=dcbasde | BASE |
| https://bibsonomy.bitbucket.io | Overview |
| https://bitbucket.org/bibsonomy/bibsonomy/wiki/documentation/api/REST%20API | API Documentation |
| https://bitbucket.org/bibsonomy/bibsonomy/issues | Report Issues |
| https://bitbucket.org/bibsonomy/bibsonomy/wiki | BibSonomy Wiki |
JavaScript-Variablen · 188 gefunden
Globale JavaScript-Variablen, die in das Window Object einer Seite geladen werden, sind Variablen, die außerhalb von Funktionen deklariert werden und von jeder Stelle des Codes innerhalb des aktuellen Bereichs zugänglich sind
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| onbeforetoggle | object |
| documentPictureInPicture | object |
| onscrollend | object |
| Holder | object |
| sidebarAdjusts | function |
| viewForTag | function |
| dummyDownHandler | function |
| dummyHandler | function |
| dummyUpHandler | function |
| activateAffixEntry | function |
Konsolenprotokoll-Meldungen · 3 gefunden
In der Web-Konsole protokollierte Meldungen
| Typ | Kategorie | Protokoll |
|---|---|---|
| warning | dom |
|
| warning | dom |
|
| verbose | dom |
|
HTML
Der HTML-Rohtext der Seite
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DOI: <a href="https://dx.doi.org/https://doi.org/10.34117/bjdv8n12-015">https://doi.org/10.34117/bjdv8n12-015</a></span></div><div class="col-md-2 content-header-metric-buttons hidden-xs"><div class="metric-info"><a href="#goldStandardPublicationUsers" title="" data-placement="bottom" data-toggle="tooltip" class="content-header-additional-info-item hidden-xs" data-original-title="users having this post in their collection"><span class="fa fa-users "></span><span class="badge">1</span></a></div><div class="metric-info"><a href="#goldStandardPublicationTags" title="" data-placement="bottom" data-toggle="tooltip" class="content-header-additional-info-item hidden-xs" data-original-title="tags of this resource"><span class="fa fa-tags "></span><span class="badge">1</span></a></div></div></div><div class="goldstandard-actions row"><div class="col-md-12 content-header-buttons"></div></div><hr><div class="goldstandard-content row"><div class="col-md-9 col-sm-12 col-xs-12 content"><h3 class="pub-details"><span class="fa fa-align-justify "></span> Abstract</h3><div id="abstract"><div itemprop="description" class="show-more"><span class="contentContainer">Use of steel fibers in cement-based composites has become popular due to possibility of using that material as total or partial replacement of conventional reinforcement, as in floor slabs or tunnel cover. This reinforcement aims to improve composites properties with regard, mainly, to cracks propagation. It’s known that concrete has high compressive strength and durability, but its toughness is low, being considered a fragile material. The performance of the fiber as stress bridge depends on several factors, among them bond strength between fiber and matrix. Interfacial Transition Zone (ITZ) is one in which first cracks that lead to material…</span><a class="moreLink">(more)</a></div></div><div class="goldstandard-metadata"><dl class="dl-horizontal"><dt>BibTeX key</dt><dd><a href="/bibtexkey/sergio2024pullout/didirosidin497">sergio2024pullout</a></dd><dt>entry type</dt><dd>article</dd><dt>year</dt><dd>2024</dd><dt>DOI</dt><dd><a href="https://doi.org/https:%2f%2fdoi.org%2f10.34117%2fbjdv8n12-015">https://doi.org/10.34117/bjdv8n12-015</a></dd></dl></div><h3 id="goldStandardPublicationTags"><span class="fa fa-tag "></span> Tags</h3><script type="text/javascript">tagbox_minfreq_style = 'none';</script><ul class="tagcloud"> <li class="taghuge "><a href="/tag/myown" title="1 post" style="font-size:100%">myown</a> </li></ul><h3 id="goldStandardPublicationUsers"><span class="fa fa-user "></span> Users</h3><ul data-message="show all 1 users" data-inline="true" data-items="10" class="list-inline community-page-user-list more-list"><li class="user-card"><a href="/user/didirosidin497" title="@didirosidin497"><img alt="@didirosidin497" src="/picture/user/didirosidin497" class="user-avatar img-circle"></a><a class="btn btn-xs btn-default btn-block" href="/bibtex/11a7563c6d4b5249552f0e78a173e4ce4/didirosidin497" title="View post in the user's collection"><span class="fa fa-book "></span></a></li></ul><h3><span class="fa fa-comments "></span> Comments and Reviews<a aria-controls="discussion-section" aria-expanded="false" role="button" href="#discussion-section" data-toggle="collapse" class="discussion-toggle-link btn-primary badge">show
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%1 sergio2024pullout
%A Sérgio, Felipe
%D 2024
%K myown
%R https://doi.org/10.34117/bjdv8n12-015
%T Pullout test in steel fiber reinforced concrete
%X Use of steel fibers in cement-based composites has become popular due to possibility of using that material as total or partial replacement of conventional reinforcement, as in floor slabs or tunnel cover. This reinforcement aims to improve composites properties with regard, mainly, to cracks propagation. It’s known that concrete has high compressive strength and durability, but its toughness is low, being considered a fragile material. The performance of the fiber as stress bridge depends on several factors, among them bond strength between fiber and matrix. Interfacial Transition Zone (ITZ) is one in which first cracks that lead to material failure appear. Some researches with mineral additives, such as rice husk ash (RHA), are aimed at ITZ densification. RHA has a high content of amorphous silica, which gives it high potential for its pozzolanic activity. That RHA characteristic is able to potentiate new hydration products formation, especially C-S-H, giving a higher density to cement matrix and pores and voids reduction. Research’s objective was to evaluate the effect of cement substitution by RHA, aiming to densify cement matrix to point where the adhesion stress with steel fiber was higher than in conventional mixture. For this, control specimens were produced and 15% of the cement replaced by RHA. Through the single fiber pullout test it was possible to measure the adhesion stress between steel fiber and cement matrix. Results indicate an increase in the adhesion strength with a long curing time, which confirms that the RHA hydration occurs late in relation to cement.
</div></div><div id="sidebar-quick-cite-box-bibtex" class="hidden"><div class="white-space-pre">@article{sergio2024pullout,
abstract = {Use of steel fibers in cement-based composites has become popular due to possibility of using that material as total or partial replacement of conventional reinforcement, as in floor slabs or tunnel cover. This reinforcement aims to improve composites properties with regard, mainly, to cracks propagation. It’s known that concrete has high compressive strength and durability, but its toughness is low, being considered a fragile material. The performance of the fiber as stress bridge depends on several factors, among them bond strength between fiber and matrix. Interfacial Transition Zone (ITZ) is one in which first cracks that lead to material failure appear. Some researches with mineral additives, such as rice husk ash (RHA), are aimed at ITZ densification. RHA has a high content of amorphous silica, which gives it high potential for its pozzolanic activity. That RHA characteristic is able to potentiate new hydration products formation, especially C-S-H, giving a higher density to cement matrix and pores and voids reduction. Research’s objective was to evaluate the effect of cement substitution by RHA, aiming to densify cement matrix to point where the adhesion stress with steel fiber was higher than in conventional mixture. For this, control specimens were produced and 15% of the cement replaced by RHA. Through the single fiber pullout test it was possible to measure the adhesion stress between steel fiber and cement matrix. Results indicate an increase in the adhesion strength with a long curing time, which confirms that the RHA hydration occurs late in relation to cement.},
added-at = {2024-11-20T15:12:22.000+0100},
author = {Sérgio, Felipe},
biburl = {https://www.bibsonomy.org/bibtex/29e5c413833aec9c10d92f34cb0d9c2f6/didirosidin497},
doi = {https://doi.org/10.34117/bjdv8n12-015},
interhash = {1a7563c6d4b5249552f0e78a173e4ce4},
intrahash = {9e5c413833aec9c10d92f34cb0d9c2f6},
keywords = {myown},
timestamp = {2024-11-20T15:12:22.000+0100},
title = {Pullout test in steel fiber reinforced concrete},
year = 2024
}
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