Norman Hack

Prof. Norman Hack

Institute of Structural Design, Technische Universität Braunschweig, Braunschweig, Lower Saxony, Germany

Research Focus & Metrics

Academic Career Length

12Years (2015-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
1 August 2020 in Civil Engineering Design
Verified
Journal Article
Open access
PDF file
Harald KloftHarald Kloft
Harald Kloft
MEMartin Empelmann
Martin Empelmann
Norman HackNorman Hack
Norman Hack
EHEric Herrmann
Eric Herrmann
Dirk LowkeDirk Lowke
Dirk Lowke
The ingenious bridge, roof, and shell structures of the last century were designed from the understanding of the congenial interaction of the two materials concrete and steel. Nowadays, reinforced concrete is the most widely used material in construction. The use of system formwork and easy‐to‐install reinforcement support structures that are optimized in terms of labor costs, but often have inefficient use of material. In this context, Stefan Polónyi has repeatedly criticized the engineers' lost understanding of the interaction of concrete and reinforcement. With Additive Manufacturing, an innovative digital manufacturing technology is now available that allows new freedom in concrete design with a resource‐efficient use of materials at the same time. With regard to practical application, the integration of reinforcement represents a central challenge in 3D‐concrete‐printing. The authors see here the future chance of a force‐flow controlled reinforcement layout. The paper shows new strategies for the combined Additive Manufacturing of concrete and reinforcement and presents first 3D‐printed reinforced concrete elements.


1 March 2020 in Materials
Verified
Journal Article
Open access
PDF file
Norman HackNorman Hack
Norman Hack
IMInka Mai
Inka Mai
LBLeon Brohmann
Leon Brohmann
SGStefan Gantner
Stefan Gantner
Dirk LowkeDirk Lowke
Dirk Lowke
Harald KloftHarald Kloft
Harald Kloft
Today, the majority of research in 3D concrete printing focuses on one of the three methods: firstly, material extrusion; secondly, particle-bed binding; and thirdly, material jetting. Common to all these technologies is that the material is applied in horizontal layers. In this paper, a novel 3D concrete printing technology is presented which challenges this principle: the so-called Injection 3D Concrete Printing (I3DCP) technology is based on the concept that a fluid material (M1) is robotically injected into a material (M2) with specific rheological properties, causing material M1 to maintain a stable position within material M2. Different to the layered deposition of horizontal strands, intricate concrete structures can be created through printing spatially free trajectories, that are unconstrained by gravitational forces during printing. In this paper, three versions of this method were investigated, described, and evaluated for their potential in construction: A) injecting a fine grain concrete into a non-hardening suspension; B) injecting a non-hardening suspension into a fine grain concrete; and C) injecting a fine grain concrete with specific properties into a fine grain concrete with different properties. In an interdisciplinary research approach, various material combinations were developed and validated through physical experiments. For each of the three versions, first architectural applications were developed and functional prototypes were fabricated. These initial results confirmed both the technological and economic feasibility of the I3DCP process, and demonstrate the potential to further expand the scope of this novel technology.


1 November 2021 in Cement and Concrete Composites
Verified
Journal Article
Closed access
Dirk LowkeDirk Lowke
Dirk Lowke
AVAileen Vandenberg
Aileen Vandenberg
APAlexandre Pierre
Alexandre Pierre
ATAmaury Thomas
Amaury Thomas
Harald KloftHarald Kloft
Harald Kloft
Norman HackNorman Hack
Norman Hack

8 June 2021 in Fibers
Verified
Journal Article
Open access
PDF file
Norman HackNorman Hack
Norman Hack
Mohammad BaharMohammad Bahar
Mohammad Bahar
Christian HühneChristian Hühne
Christian Hühne
WLWilliam Lopez
William Lopez
SGStefan Gantner
Stefan Gantner
TRTom Rothe
Tom Rothe
The research described in this paper is dedicated to the use of continuous fibers as reinforcement for additive manufacturing, particularly using Shotcrete. Composites and in particular fiber reinforced polymers (FRP) are increasingly present in concrete reinforcement. Their corrosion resistance, high tensile strength, low weight, and high flexibility offer an interesting alternative to conventional steel reinforcement, especially with respect to their use in Concrete 3D Printing. This paper presents an initial development of a dynamic robot-based manufacturing process for FRP concrete reinforcement as an innovative way to increase shape freedom and efficiency in concrete construction. The focus here is on prefabricated fiber reinforcement, which is concreted in a subsequent additive process to produce load-bearing components. After the presentation of the fabrication concept for the integration of FRP reinforcement and the state of the art, a requirements analysis regarding the mechanical bonding behavior in concrete is carried out. This is followed by a description of the development of a dynamic fiber winding process and its integration into an automated production system for individualized fiber reinforcement. Next, initial tests for the automated application of concrete by means of Shotcrete 3D Printing are carried out. In addition, an outlook describes further technical development steps and provides an outline of advanced manufacturing concepts for additive concrete manufacturing with integrated fiber reinforcement.