Fickler, Silvia; Welsch, Torsten; Schnellenbach-Held, Martina:
Development of High Performance Aerogel Concrete (HPAC) and statistical evaluation of compressive strength for practical use in construction
In: Journal of Physics : Conference Series (JPCONF), Jg. 2069 (2021), Heft 1, Artikel 012196
2021Artikel/Aufsatz in ZeitschriftOA Gold
BauwissenschaftenFakultät für Ingenieurwissenschaften » Bauwissenschaften » Bauingenieurwesen » Massivbau
Damit verbunden: 1 Publikation(en)
Titel in Englisch:
Development of High Performance Aerogel Concrete (HPAC) and statistical evaluation of compressive strength for practical use in construction
Autor*in:
Fickler, SilviaUDE
LSF ID
53411
Sonstiges
der Hochschule zugeordnete*r Autor*in
;
Welsch, TorstenUDE
LSF ID
55628
ORCID
0000-0002-7868-9608ORCID iD
Sonstiges
der Hochschule zugeordnete*r Autor*in
;
Schnellenbach-Held, MartinaUDE
LSF ID
11065
Sonstiges
der Hochschule zugeordnete*r Autor*in
Erscheinungsjahr:
2021
Open Access?:
OA Gold
Scopus ID
Notiz:
CA - Fickler
Sprache des Textes:
Englisch

Abstract in Englisch:

The Institute for Structural Concrete (ISC) at the University of Duisburg-Essen and the Institute of Materials Research of the German Aerospace Center (DLR) developed a new lightweight concrete, called “High Performance Aerogel Concrete” (HPAC). HPAC is made by embedding of silica aerogel granules in a high strength cement matrix. It exhibits a remarkable relation between compressive strength and thermal conductivity. HPAC for the load bearing layer of double-leaf external walls contains approx. 50 vol% aerogel and has a compressive strength in the range of normal concrete (20 MPa - 30 MPa). Up to now, the compressive strength of each mixture was determined on three to six cubes or cylinders. The scattering of the results has not been investigated yet. For this reason, 30 test specimens of a 50 vol%-mixture have been produced in two batches. The results of the compressive strength tests were then statistically evaluated. The underlying statistical distribution was determined by the Anderson-Darling-Test. Subsequently the 5 % fractile values of the mixtures, which represent the characteristic concrete compressive strength, were determined.