Experimental investigation of the effect of steel fibers on mechanical and impact strength of self-compacting composite slabs
The use of self-compacting high performance composites due to its unique properties has attracted the attention of researchers.The high compressive strength and tensile strength, high flexural strength, have attracted the attention of researchers to this type of cement composites.In this research, i...
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Iranian Society of Structrual Engineering (ISSE)
2021
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oai:doaj.org-article:79f75404b37f4a51818f8f420d2ba44b2021-11-08T15:54:39ZExperimental investigation of the effect of steel fibers on mechanical and impact strength of self-compacting composite slabs2476-39772538-261610.22065/jsce.2019.159762.1728https://doaj.org/article/79f75404b37f4a51818f8f420d2ba44b2021-05-01T00:00:00Zhttps://www.jsce.ir/article_86165_08d080cc86c17caeb95678ba5f7eca6a.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616The use of self-compacting high performance composites due to its unique properties has attracted the attention of researchers.The high compressive strength and tensile strength, high flexural strength, have attracted the attention of researchers to this type of cement composites.In this research, in the form of a comprehensive experimental work, using six basic mixing designs, 24 rectangular composite slabs 300 to 400 mm, with two thicknesses of 30 and 50 mm, were built and tested under impact load. Compressive,tensile and flexural strength tests were made on each of the six mixing designs. Also, to determine the efficacy of high performance composite, slump flow, L-box, U-box and V-funnel on mix designs have been done. Steel fibers with percentages of 0, 0.5 and 1% by volume fraction, with lengths of 25 and 50 mm, were used for the construction of cementitious composites. The impact test apparatus was made from a 5.6 kilogram steel ball and a retaining system. The steel ball was raised to a height of 1.5 meters and was freed repeatedly until failure cracking in the samples have been Developed. According to the results of the experiment, It was noted that the maximum energy absorption in a slab with a thickness of 30 mm was 34.22 kJ, and in a slab with a thickness of 50 mm was 47.49 kJ. The results of this experiment shows the high effect of steel fibers on increasing the impact resistance and absorbed energy of the composite slabs.Ahmad Dalvandamir mohammad amiribehnaz jahangiriIranian Society of Structrual Engineering (ISSE)articlecementitious compositeimpact strengthflexural strengthsteel fiberstensile strengthBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 8, Iss 3, Pp 5-22 (2021) |
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cementitious composite impact strength flexural strength steel fibers tensile strength Bridge engineering TG1-470 Building construction TH1-9745 |
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cementitious composite impact strength flexural strength steel fibers tensile strength Bridge engineering TG1-470 Building construction TH1-9745 Ahmad Dalvand amir mohammad amiri behnaz jahangiri Experimental investigation of the effect of steel fibers on mechanical and impact strength of self-compacting composite slabs |
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The use of self-compacting high performance composites due to its unique properties has attracted the attention of researchers.The high compressive strength and tensile strength, high flexural strength, have attracted the attention of researchers to this type of cement composites.In this research, in the form of a comprehensive experimental work, using six basic mixing designs, 24 rectangular composite slabs 300 to 400 mm, with two thicknesses of 30 and 50 mm, were built and tested under impact load. Compressive,tensile and flexural strength tests were made on each of the six mixing designs. Also, to determine the efficacy of high performance composite, slump flow, L-box, U-box and V-funnel on mix designs have been done. Steel fibers with percentages of 0, 0.5 and 1% by volume fraction, with lengths of 25 and 50 mm, were used for the construction of cementitious composites. The impact test apparatus was made from a 5.6 kilogram steel ball and a retaining system. The steel ball was raised to a height of 1.5 meters and was freed repeatedly until failure cracking in the samples have been Developed. According to the results of the experiment, It was noted that the maximum energy absorption in a slab with a thickness of 30 mm was 34.22 kJ, and in a slab with a thickness of 50 mm was 47.49 kJ. The results of this experiment shows the high effect of steel fibers on increasing the impact resistance and absorbed energy of the composite slabs. |
format |
article |
author |
Ahmad Dalvand amir mohammad amiri behnaz jahangiri |
author_facet |
Ahmad Dalvand amir mohammad amiri behnaz jahangiri |
author_sort |
Ahmad Dalvand |
title |
Experimental investigation of the effect of steel fibers on mechanical and impact strength of self-compacting composite slabs |
title_short |
Experimental investigation of the effect of steel fibers on mechanical and impact strength of self-compacting composite slabs |
title_full |
Experimental investigation of the effect of steel fibers on mechanical and impact strength of self-compacting composite slabs |
title_fullStr |
Experimental investigation of the effect of steel fibers on mechanical and impact strength of self-compacting composite slabs |
title_full_unstemmed |
Experimental investigation of the effect of steel fibers on mechanical and impact strength of self-compacting composite slabs |
title_sort |
experimental investigation of the effect of steel fibers on mechanical and impact strength of self-compacting composite slabs |
publisher |
Iranian Society of Structrual Engineering (ISSE) |
publishDate |
2021 |
url |
https://doaj.org/article/79f75404b37f4a51818f8f420d2ba44b |
work_keys_str_mv |
AT ahmaddalvand experimentalinvestigationoftheeffectofsteelfibersonmechanicalandimpactstrengthofselfcompactingcompositeslabs AT amirmohammadamiri experimentalinvestigationoftheeffectofsteelfibersonmechanicalandimpactstrengthofselfcompactingcompositeslabs AT behnazjahangiri experimentalinvestigationoftheeffectofsteelfibersonmechanicalandimpactstrengthofselfcompactingcompositeslabs |
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1718441577424093184 |