TY  - JOUR
A1  - Dilthey, Ulrich
A1  - Brandenburg, Annette
A1  - Schleser, Markus
T1  - Dispensing and application of unfilled adhesives in the micro range
JF  - Welding and cutting. 3 (2004), H. 4
Y1  - 2004
SN  - 1612-3433
SP  - 250
EP  - 254
ER  - 
TY  - JOUR
A1  - Sedlacek, G.
A1  - Schätzke, C.
A1  - Geßler, M.
A1  - Schleser, Markus
T1  - Fügen von Bauteilen aus textilbewehrtem Beton
JF  - Der Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen ; offizielle Zeitschrift der VDI-Gesellschaft Bautechnik.  Bd. 79 (2004), H. 12
Y1  - 2004
SN  - 0005-6650
N1  - Printausg. in der Bibliothek der FH Aachen vorhanden: 13 Z 049-2004
SP  - 569
EP  - 575
ER  - 
TY  - JOUR
A1  - Dilthey, Ulrich
A1  - Schleser, Markus
A1  - Geßler, Achim
A1  - Rettweiler, Timo
A1  - Völling, Boris
T1  - Kleben textilbewehrter Betonbauteile
JF  - Schweissen und Schneiden : Fachzeitschrift für Schweißen und verwandte Verfahren. Jg. 57 (2005), Nr. 8
Y1  - 2005
SN  - 0036-7184
SP  - 373
EP  - 377
ER  - 
TY  - JOUR
A1  - Dilthey, Ulrich
A1  - Schleser, Markus
A1  - Hanisch, Vera
A1  - Gries, Thomas
T1  - Garnzugprüfung polymergetränkter Textilien für die Bewehrung von Beton
JF  - Technische Textilien
Y1  - 2006
SN  - 0323-3243
VL  - 49
IS  - 1
SP  - 48
EP  - 50
ER  - 
TY  - JOUR
A1  - Schleser, Markus
A1  - Walk-Lauffer, Bernd
A1  - Raupach, Michael
A1  - Dilthey, Ulrich
T1  - Application of polymers for textile-reinforced concrete
JF  - Journal of materials in civil engineering : properties, applications, durability
Y1  - 2006
SN  - 0899-1561
VL  - 18
IS  - 5
SP  - 670
EP  - 676
ER  - 
TY  - JOUR
A1  - Feldmann, Markus
A1  - Pak, Daniel
A1  - Geßler, Achim
A1  - Dilthey, Ulrich
A1  - Schleser, Markus
T1  - Bonded connections for textile reinforced concrete structures
JF  - Cailiao-gongcheng = Journal of materials engineering
Y1  - 2006
SN  - 1001-4381
IS  - Special iss.
SP  - 123
EP  - 127
ER  - 
TY  - JOUR
A1  - Feldmann, Markus
A1  - Pak, Daniel
A1  - Geßler, Achim
A1  - Schleser, Markus
T1  - Entwicklung eines Bemessungsmodells für punktförmige Verbindungen textibewehrter Betonbauteile
JF  - Bautechnik : Zeitschrift für den gesamten Ingenieurbau
Y1  - 2008
SN  - 0005-6820, 0341-1052, 0932-6359, 0932-8351, 0932-8351
N1  - Printausg. in der Bibliothek der FH Aachen vorhanden: 13 Z 177
VL  - Bd. 85
IS  - 2
SP  - 143
EP  - 147
ER  - 
TY  - JOUR
A1  - Dilthey, Ulrich
A1  - Schleser, Markus
A1  - Feldmann, Martin
A1  - Pak, Daniel
A1  - Geßler, Achim
T1  - Investigation of punctiform, plane and hybrid joints of textile-reinforced concrete parts
JF  - Cement and concrete composites
Y1  - 2008
SN  - 0958-9465
VL  - Vol. 30
IS  - iss. 2
SP  - 82
EP  - 87
ER  - 
TY  - JOUR
A1  - Reisgen, Uwe
A1  - Schleser, Markus
A1  - Feldmann, Martin
A1  - Pak, Daniel
A1  - Geßler, Achim
T1  - Kleben dünnwandiger Bauteile aus textilbewehrtem Beton
JF  - Schweissen und Schneiden : Fachzeitschrift für Schweißen und verwandte Verfahren
Y1  - 2008
SN  - 0036-7184
VL  - Bd. 60
IS  - H. 7/8
SP  - 408
EP  - 412
ER  - 
TY  - JOUR
A1  - Reisgen, Uwe
A1  - Schleser, Markus
A1  - Mokrov, Oleg
A1  - Ahmed, Essam
T1  - Uni- and bi-axial deformation behavior of laser welded advanced high strength steel sheets
JF  - Journal of materials processing technology
N2  - Bead-on-plate butt joints of 2.5 mm hot rolled DP600/DP600 and 1.2 mm cold rolled TRIP700/TRIP700 steel sheets were performed using 6 kW CO2 laser beam welding. The welding speed ranged from 1.5 to 3.0 and from 2.1 to 3.9 m/min in DP/DP and TRIP/TRIP steel weldments respectively. A top surface helium gas was used as a shielding gas at a flow rate of 20 l/min. Metallographic examinations and transverse tensile testing (DIN EN 895: 1995) were carried out to characterize the weldments. The formability of base metals and weldments were investigated by standard Erichsen test (DIN EN ISO 20482). It was found that the uniaxial plastic behavior of both DP600 and TRIP700 base metals was in agreement with Swift and modified Mecking–Kocks models respectively. In a perpendicular tensile test to the weld line, all specimens were fractured at the base metal however the strengths were somewhat higher than those of base metal. There was a significant reduction in formability caused by welding of both DP/DP and TRIP/TRIP steel weldments and the formability has been improved with the increase of the welding speed.
Y1  - 2010
U6  - http://dx.doi.org/http10.1016/j.jmatprotec.2010.08.003
SN  - 0924-0136
VL  - 210
IS  - 15
SP  - 2188
EP  - 2196
PB  - Elsevier
CY  - Amsterdam
ER  -