Institution
Structural Engineering Research Centre
Facility•Chennai, India•
About: Structural Engineering Research Centre is a facility organization based out in Chennai, India. It is known for research contribution in the topics: Finite element method & Ultimate tensile strength. The organization has 520 authors who have published 703 publications receiving 7298 citations.
Topics: Finite element method, Ultimate tensile strength, Compressive strength, Fracture mechanics, Flexural strength
Papers published on a yearly basis
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TL;DR: The use of fly ash in concrete dates back to the late 20th century and its advantages and disadvantages had been widely researched as mentioned in this paper, however, the level of replacement is still limited to a maximum of 35% of cement by mass.
417 citations
TL;DR: In this article, three different types of soil have been considered using different percentage of fly ash ranging from 9 to 46% by weight of soil and the main objectives of the present investigation is to assess the usefulness of fly-ash as a soil admixture, and focused to improve the engineering properties of soil to make it capable of taking more load from the foundation structures.
250 citations
TL;DR: In this paper, a small strain elastic catenary element is presented and its utility is demonstrated through static and dynamic cable problems and its accuracy and efficiency are comparable or better to some of the elements presented in the literature.
198 citations
TL;DR: In this article, the feasibility of using copper slag as fine aggregate replacement in ultra high performance concrete (UHPC) was investigated and it was demonstrated that it is possible to produce UHPC having compressive strength greater than 150 MPa by incorporation of copper slags.
138 citations
TL;DR: In this article, a modified mix design procedure was presented for high performance concrete, which utilized optimum water content and the efficiency factor of mineral admixture to reduce the cement content of concrete.
Abstract: High performance concrete (HPC) is that concrete which meets special performance and uniformity requirements that cannot always be achieved by conventional materials, normal mixing, placing and curing practices. Special performance requirements using conventional materials can be achieved only by adopting low w/c, which necessitates use of high cement content. But judicious choice of chemical and mineral admixtures can reduce the cement content and this results in economical HPC. However, the effect of a mineral admixture on the strength of concrete varies significantly with its properties and replacement levels. Mix proportioning methods of normal concrete cannot adequately account for the large variations in the properties of ingredients. This paper presents a modified mix design procedure, which utilises optimum water content and the efficiency factor of mineral admixture. Results of the experimental investigations on mixes using the modified mix design are presented.
138 citations
Authors
Showing all 523 results
| Name | H-index | Papers | Citations |
|---|---|---|---|
| Wei Chu | 80 | 670 | 28771 |
| Gajendra P. S. Raghava | 66 | 326 | 16671 |
| Santosh Kapuria | 31 | 143 | 3184 |
| Shucai Li | 31 | 386 | 4161 |
| Chitra Rajagopal | 28 | 54 | 3496 |
| Ravindra Gettu | 28 | 151 | 3475 |
| K. V. Lakshmi | 25 | 112 | 3816 |
| Nagesh R. Iyer | 24 | 198 | 1963 |
| A. Rama Mohan Rao | 20 | 88 | 1045 |
| Shi Shaoshuai | 20 | 198 | 1425 |
| A. Ramachandra Murthy | 18 | 102 | 933 |
| Saptarshi Sasmal | 18 | 111 | 1133 |
| G. S. Palani | 16 | 40 | 559 |
| K. Ramanjaneyulu | 15 | 37 | 606 |
| Bala Pesala | 15 | 130 | 1019 |