The characteristics of ultra-high performance concrete and cracking behavior of reinforced concrete tensile specimens
The tensile behavior of concrete depends on some factors such as member dimensions, reinforcement ratio, diameter of rebar, strength and elasticity modulus of material. In this research the experimental method is used to examine the characteristics and the behavior of ultra-high performance concrete...
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Iranian Society of Structrual Engineering (ISSE)
2016
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oai:doaj.org-article:67b2109007884d8da5c52596538307b02021-11-08T15:45:57ZThe characteristics of ultra-high performance concrete and cracking behavior of reinforced concrete tensile specimens2476-39772538-2616https://doaj.org/article/67b2109007884d8da5c52596538307b02016-09-01T00:00:00Zhttps://www.jsce.ir/article_38573_9eaeab4dea7759ee4c28555acba0503c.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616The tensile behavior of concrete depends on some factors such as member dimensions, reinforcement ratio, diameter of rebar, strength and elasticity modulus of material. In this research the experimental method is used to examine the characteristics and the behavior of ultra-high performance concrete on the tensile behavior of concrete members reinforced by steel rebar. The results show that increasing the rebar cover on diameter rebar ratio (C/d) increases the initial stiffening before the cracking stage in concrete. Also, by increasing of reinforcement ratio the cracking space decreased.H.A. RahdarM. GhalehnoviIranian Society of Structrual Engineering (ISSE)articleultra-high performance concretetensile strengthelastic modulustensile memberBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 3, Iss 2, Pp 42-58 (2016) |
| institution |
DOAJ |
| collection |
DOAJ |
| language |
FA |
| topic |
ultra-high performance concrete tensile strength elastic modulus tensile member Bridge engineering TG1-470 Building construction TH1-9745 |
| spellingShingle |
ultra-high performance concrete tensile strength elastic modulus tensile member Bridge engineering TG1-470 Building construction TH1-9745 H.A. Rahdar M. Ghalehnovi The characteristics of ultra-high performance concrete and cracking behavior of reinforced concrete tensile specimens |
| description |
The tensile behavior of concrete depends on some factors such as member dimensions, reinforcement ratio, diameter of rebar, strength and elasticity modulus of material. In this research the experimental method is used to examine the characteristics and the behavior of ultra-high performance concrete on the tensile behavior of concrete members reinforced by steel rebar. The results show that increasing the rebar cover on diameter rebar ratio (C/d) increases the initial stiffening before the cracking stage in concrete. Also, by increasing of reinforcement ratio the cracking space decreased. |
| format |
article |
| author |
H.A. Rahdar M. Ghalehnovi |
| author_facet |
H.A. Rahdar M. Ghalehnovi |
| author_sort |
H.A. Rahdar |
| title |
The characteristics of ultra-high performance concrete and cracking behavior of reinforced concrete tensile specimens |
| title_short |
The characteristics of ultra-high performance concrete and cracking behavior of reinforced concrete tensile specimens |
| title_full |
The characteristics of ultra-high performance concrete and cracking behavior of reinforced concrete tensile specimens |
| title_fullStr |
The characteristics of ultra-high performance concrete and cracking behavior of reinforced concrete tensile specimens |
| title_full_unstemmed |
The characteristics of ultra-high performance concrete and cracking behavior of reinforced concrete tensile specimens |
| title_sort |
characteristics of ultra-high performance concrete and cracking behavior of reinforced concrete tensile specimens |
| publisher |
Iranian Society of Structrual Engineering (ISSE) |
| publishDate |
2016 |
| url |
https://doaj.org/article/67b2109007884d8da5c52596538307b0 |
| work_keys_str_mv |
AT harahdar thecharacteristicsofultrahighperformanceconcreteandcrackingbehaviorofreinforcedconcretetensilespecimens AT mghalehnovi thecharacteristicsofultrahighperformanceconcreteandcrackingbehaviorofreinforcedconcretetensilespecimens AT harahdar characteristicsofultrahighperformanceconcreteandcrackingbehaviorofreinforcedconcretetensilespecimens AT mghalehnovi characteristicsofultrahighperformanceconcreteandcrackingbehaviorofreinforcedconcretetensilespecimens |
| _version_ |
1718441670553370624 |