Mark Tam and Caitlin Mueller present at RobArch 2016 in Sydney2016-03-18, Tags: fabrication 3d-printing additive-manufacturing principal-stress-lines
Digital Structures are at the 3rd Robotics in Architecture conference in Sydney, Australia to share their work on robotics-enabled stress line additive manufacturing, a new 3D printing technique that deposits material along lines of force flow for enhanced structural performance.
New design making class at MIT for undergraduates: 4.1012016-02-02, Tags: computation fabrication making design
Caitlin Mueller is teaching an exciting new class with Skylar Tibbits (MIT Self Assembly Lab) and Jessica Rosenkrantz (Nervous System). Full title is Exploring Design: Thinking through Making. Description as follows: Introduces the creative design process through acts of making. Studio environment provides a dynamic laboratory to explore ideas related to form, space, materials, systems, and structures through physical, project-based activities. Emphasizes the translation of concepts into constructs--thinking through making, and making through thinking. Taught by faculty across art, design, architecture and technology disciplines, the class exposes students to a unique cross-section of design inquiry.
Winnipeg Warming Hut ice shell collaboration with University of Manitoba2016-01-19, Tags: computation fabrication ice-shells
Caitlin Mueller spent a week in Winnipeg, Canada working with a team from the University of Manitoba's Faculty of Architecture, led by Lancelot Coar, Kim Wiese, and Jason Hare, on a large-scale origami-inspired fabric and ice shell. Called Fabrigami, the installation is part of the Winnipeg Warming Huts competition, and combines folded plate morphology with the curvatures of fabric-formed ice.
Forces Frozen workshop at MIT starts today!2016-01-04, Tags: fabrication
The third installment of this IAP (Independent Activities Period, i.e. January at MIT) workshop includes 20 students from both MIT and SUTD. Due to warmer than normal temperatures, this year's workshop will include explorations in both ice (outdoors) and wax (indoors). This year's version is co-taught by the University of Manitoba's Professor Lancelot Coar! Thanks to the MIT-SUTD Collaboration Office for sponsoring the workshop.
3D Printed Structures: Challenges and OpportunitiesCaitlin Mueller, STRUCTURE, 2016
Technologies for 3D printing, or more broadly additive manufacturing, have proliferated in recent years, and have captured the public’s imagination as a revolutionary way to democratize small-scale, customized manufacturing for the DIY community. In the design of buildings and bridges, 3D printing has proven to be a valuable technique for creating intricately detailed scale models in a fraction of the time required by traditional methods. In both cases, the generalized layer-by-layer material deposition process is a compelling way to achieve geometries of nearly infinite complexity with ease. But 3D printing has also permeated markets beyond the consumer and model scale, with increasing buzz about applying the technology to large objects, such as full-scale buildings. This prospect is exciting for several reasons: reduced construction waste through highly precise material placement, increased capacity for complex geometries for both functional and aesthetic purposes, and new possibilities for integrating building component functions into a single, streamlined assembly. Looking forward, it is clear that many challenges lie ahead before the promise of 3D printing can be broadly achieved for building structures, but the recent, rapid development of increasingly realistic proofs-of-concept is highly encouraging. The continued contributions of pioneering structural engineers are critical to help push this transformative technology from small-scale geometric representation to high-performance, full-scale structures.
Digital Structures heads to World Maker Faire in NYC2015-09-25, Tags: fabrication 3d-printing additive-manufacturing mars composites
Mitchell Gu, Caitlin Mueller, and team head to NYC as finalists in the NASA 3D Printed Habitat Challenge at the World Maker Faire. Our submission includes a 3D-printed model that makes use of four different additive manufacturing strategies, including a heat-formed thermoplastic composite shell.
Ouroboros: 3D-Printed Martian HabitatDesign, 2015
Ouroboros is an additive manufacturing and spatial concept for producing architectural-scale composite structures that are high-strength, light-weight, and air-tight—all from compounds present on Mars. A shared symbol of ancient cultures, the ouroboros is the idealized embodiment of metabolism; an infinite process of re-creation, of something beginning anew as soon as it ends. Today, the aspiration of the ouroboros persists as we seek to initiate a new and sustainable human culture of technology and design on Mars.
The Ouroboros habitat promotes a metabolic rhythm of activity reflective of its circular geometry and processing of materials. The proposed materials processing unit, 3D CNC loom, and pultrusion module apply emerging technologies to synthesize a pressurized and climate controlled living space from Martian resources. Martian soil and air are processed and transformed into glass and plastic fibers that can be woven and pultruded into a strong, airtight composite shell; integrating structure, insulation, air barrier, radiant heating, and ambient lighting, within a singular structural surface. Using a new approach for the additive manufacturing of structural composites, a CNC loom forms the thermoset textiles into a global toroidal shape by combining pultrusion with three-dimensional textile weaving. Structurally, the lightweight tensile shell of the habitat takes full advantage of the reduced Martian pressure and gravity, allowing for minimal material usage and maximal reconfigurability of the interior. Contributing novel approaches to structure, material selection, programmatic flexibility, and spatial experience, Ouroboros represents a revolution in current thinking in sustainable, architectural-scale additive manufacturing and design on Mars and beyond.
This design project is a submission for NASA's 3D-Printed Habitat Challenge, and was selected as a finalist to be presented at the NYC Maker Faire in late September 2015. More information and details about our proposal can be found here, and a gallery of all finalists is here.
Digital Structures Finalists in NASA's 3D-Printed Habitat Challenge2015-09-01, Tags: fabrication additive-manufacturing space-architecture mars composites
An interdisciplinary team of Digital Structures students, along with Justin Lavallee of the Architecture Fab Lab, are finalists in a NASA competition to design 3D-printed habitats for a 2035 Mars mission. Our submision will be presented at the World Maker Faire in New York on Sept. 26-27. More information about our design concept, called Ouroboros, and fabrication processes can be found here.
Digital Structures goes to IASS Symposium in Amsterdam2015-08-18, Tags: computation fabrication
The group presented six papers at the annual symposium of the International Association of Shell and Spatial Structures in Amsterdam, along with the Paperwave pavilion.
Drone-based additive manufacturing of architectural structuresResearch, 2014 - Present
In collaboration with Professor Pierre Latteur and students from Université catholique de Louvain, this project investigates new possibilities for using unmanned aerial vehicles (UAVs), commonly called drones, in the fabrication of buildings and bridges. Preliminary work in this project has focused on the development of brick-like voxels, called droxels, that can be transported and assembled into stabile and geometrically complex structures by drones. Ongoing efforts include developing and implementing a parametric software framework that turns architectural geometry into assembly sequences and ultimately drone flight paths. This collaboration is funded in part by the MISTI MIT-Belgium program.
3-D Sampling: structurally performative textures remixed from 3D scansSayjel Patel and Caitlin Mueller, Modelling Behaviour: Proceedings of the Design Modelling Symposium, Copenhagen 2015, 2015
3D Sampling is presented as a new method for comprehensive rearrangement and composition of 3D scan data, allowing multi-scale manipulation of surface texturing and subsequent fabrication and re-evaluation using 3D printing. Analogous to sample-based music, 3D Sampling contributes new frameworks, tools, and compositional strategies for the digital remixing, hacking, and appropriating of material qualities, performances, and behaviours directly from physical samples to produce new designs. Case studies are presented which demonstrate 3DJ: a prototype 3D modelling tool for synthesizing haptic and optically performing textures from 3D scan-generated source material, which can be applied in the context of other 3D modelling techniques.
Drone-based additive manufacturing of architectural structuresPierre Latteur, Sébastien Goessens, Jean-Sébastien Breton, Justin Leplat, Zhao Ma, and Caitlin Mueller, Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2015, 2015
The paper presents the first results of a new collaboration project between MIT and UCL (MISTI MIT-UCL seed fund), which investigates the feasibility of the construction of building-scale structures with unmanned aerial vehicles, commonly called drones, according to a procedure described below: (1) Designing the building by the architect and the engineer; (2) Modeling the building into a CAD/BIM tool; (3) Translating the CAD/BIM model into remote control instructions compatible with the drones; (4) Assembling the structure with the drones.
The major components of the project consists of choosing the best drone-compatible assembly processes and materials, developing the guiding systems for the drones for both broad large-scale movements and precise small-scale motions and developing the best possible translation tools between the CAD/BIM models, and the drone’s remote control instructions. The paper will emphasize on the results of the first part of the project, related to the construction of structures made of geometrically modified blocks bonded together, called dricks and droxels.
Digital Structures lightboxDesign, 2015
The Digital Structures lightbox arose from a spur-of-the-moment idea to create an inspiring lightbox that brings our new logo to life and decorates our studio space. The lightbox was made entirely in one night and capitalized on spare LED strips and nylon straps from the Paperwave installation, as well as lots of Mitchell's reclaimed plywood.
Like our logo, the lightbox is abstracted from triangle modules. Each triangle's sides are laser cut from 1/8" plywood and assembled with wood glue. The triangles are then assembled together using slot-and-tab construction, which constrains all but one degree of freedom. The final assembly piece is a nylon tensioning strap, which which holds all the triangles into their assembled arrangement by snaking along the interior perimeter of each letter, much like the Paperwave.
The light diffusers on each triangle face are made of translucent polypropylene watercolor paper, which capture the daylight well and complement the plywood sides. In the nighttime, internal LED strips can be programmed to pulse colors for mood lighting.
Bamboo Lateral StudioWorkshop, 2014
Led by Simón Vélez, leading bamboo designer from Colombia, and organized by John Ochsendof, Caitlin Mueller, and Ana María Leon Crespo, this one-day activity offered students across MIT's School of Architecture and Planning a hands-on design-build workshop exploring the possibilities for innovative structural form with bamboo. Students learned from Vélez about bamboo material properties and connection details, as well as design and construction methods for architectural-scale bamboo structures. The workshop culminated in six experimental construction projects in MIT's N51 courtyard.
Forces Frozen: Exploring Structural Ice ShellsWorkshop, 2014 - Present
Taught each year in January during MIT's Independent Activities Period (IAP), this weeklong workshop explores the world of structural ice shells, inspired by Swiss engineer and designer Heinz Isler (1926-2009). The course begins by researching ice/fabric forms and the methods for making them, and in the following days, students explore and design their own ice-fabric structures, along with building formwork and rigging systems. On the final day, the group constructs a landscape of frozen structures on the MIT campus and shares the work with friends and colleagues. For more images and information about the workshop, see the this Tumblr page and this video, which was featured on the MIT homepage in January 2015 (taught with Corentin Fivet).
Since 2015, the workshop has been sponsored by the MIT-SUTD Collaboration Office, and involves students from MIT and the Singapore University of Technologiy and Design. In January 2016, the workshop was taught by Caitlin Mueller and Lancelot Coar, Assistant Professor at the University of Manitoba and world expert in ice shell design and construction.
4.154: Un-flat Options StudioClass, 2015
Taught with Joel Lamere in Spring 2015, this options-level architectural design studio is part of the cross-studio initiative, a new program to develop studios that connect design with other disciplines. Called Un-flat Inevitabilities: Integrated Form and Structure in the Age of Simulation and Composites, the studio focuses on possibilities and frictions at the interface of architectural geometry and structural performance, as facilitated by contemporary computational tools and processes that integrate structural thinking and design intent. The extended studio brief is as follows:
Architecture’s enduring preoccupation with structure as a formal alibi has evolved alongside the tools we use to define and evaluate geometries. The fidelity between structurally-informed shape and architectural object is continually constrained to representable forms, calculable structural behaviors and other short-hand abstractions that simulate how objects will act and react once materialized. The history of architectural structures revels in this abstraction; Gaudi’s hanging-chain models reduce structure to the funicular, Nervi’s flow lines literalize graphic notation, Candela’s hypars exploit a coincidence between pure geometries and known equations.
We are only now beginning to graduate from a long period of computational infancy in architecture. New modeling tools, static and parametric, free architectural geometry from the representational limitations of the past. Computer-aided and digital fabrication processes are increasingly commonplace and potentially liberating. Simultaneously, the material palette available to architecture is expanding, with composites leading the way toward an eroding set of formal constraints. But most importantly to us, computational tools are emerging that promise to embed sophisticated structural behaviors into the design process. Through these, the necessary abstractions of previous generations can be replaced by simulative environments that allow a convergence of formal ambition and structural logics. This convergence allows us to imagine and construct an expanded set of possible forms, each deeply reflecting real-world material behaviors.
Yet the contingencies of architecture, the other criteria around which it must operate, resist the purity of this exercise. Take, for instance, the perfect beam, one for which efficiency is the only criteria: curved along the top and bottom with an ever-changing cross section reflecting various performative changes along its length. But as soon as you need to occupy the top of this beam one side becomes flat, and as soon as you need to make it the cross section stabilizes; a beam is inherently inefficient. This slippage -- between structural efficiency and other architectural demands -- is the most fertile ground for this new computational moment. Integrated processes and new simulative environments can embrace this call for flatness, while tapping into the un-flat inevitabilities of structural form.
The studio included a one-week trip to Mexico City to study the thin-shell concrete structures of architect-engineer Felix Candela, which inspired and contextualized many of the studio's themes.
1.013: Senior Civil and Environmental Engineering DesignClass, 2014
As part of their senior capstone design class in Civil and Environmental Engineering, students completed a 3-week exercise to design, fabricate, and test a scale prototype of a sensor tower, with the goals of minimizing cost and embodied carbon while meeting strength and deflection performance goals. Students designed their towers with the help of hand calculations and digital tools, including structureFIT and commercial structural analysis software. They selected materials from a catalog of options that included steel, aluminum, wood, carbon fiber, FRP, and 3D-printed ABS plastic, with a focus on tradeoffs between cost and structural performance. Fabrication of physical prototypes involved a combination of traditional and digital making techniques, with an emphasis on connections and interfaces between materials. Finally, the structures were load tested to investigate failure modes and reveal differences between calculated and actual performance.
3DJ: 3D Sampling of performative texturesResearch, 2014 - Present
3D Sampling is presented as a new method for comprehensive rearrangement and composition of 3D scan data, allowing multi-scale manipulation of surface texturing and subsequent fabrication and re-evaluation using 3D printing. Analogous to sample-based music, 3D Sampling contributes new frameworks, tools, and compositional strategies for the digital remixing, hacking, and appropriating of material qualities, performances, and behaviours directly from physical samples to produce new designs. Case studies are presented which demonstrate 3DJ: a prototype 3D modelling tool for synthesizing haptic and optically performing textures from 3D scan-generated source material, which can be applied in the context of other 3D modeling techniques.
Characterization of anisotropy in fused deposition modeling 3D printingResearch, 2015 - Present
The layer-based technique of the fused deposition modeling (FDM) additive manufacturing process creates anisotropy within printed parts, but the full quantitative characterization of this anisotropy is not yet available, making it difficult to predict structural performance of printed parts. This research studies the tensile strength of ABS plastic created by FDM in incrementally rotated orientations, to analytically and experimentally characterize the anisotropy of the material. The known relationship between strength and orientation can then be used to create a predictive model of the local material behavior in any FDM printed object.
New Structural Systems in Small-Diameter Round TimberAurimas Bukauskas, MIT BSA Thesis, 2015
Trees, when used as structural elements in their natural, round form, are up to five times stronger than the largest piece of dimensioned lumber they could yield. Additionally, these whole-timbers have a lower effective embodied carbon than any other structural material. When combined into efficient structural configurations and joined using specially-engineered connections, whole- timber has the potential to replace entire steel and concrete structural systems in large-scale buildings, bridges, and infrastructure. Whole-timber may be the most appropriate structural solution for a low-carbon and fully renewable future in both developed temperate regions and the developing Global South. To reduce barriers to adoption, including project complexity and cost, a standardized “kit of parts” in whole-timber is proposed. This thesis proposes new designs for the first and most important element of this kit: a structurally independent column in whole-timber. A 20’ compound column in whole-timber is prototyped at full-scale. New, simple calculation methods are developed for estimating the buckling capacity of tapered timbers. Based on conservative assumptions, the embodied carbon of whole-timber column systems is shown to be between 30% and 70% lower than conventional steel systems.
Structural lattice additive manufacturingResearch, 2015 - Present
The structural performance of traditional 3D-printed parts is typically limited by nature of the ayer-by-layer construction. Such parts are anisotropic due to decreased adhesion between layers and the internal structure is uniform, not flexible. This project seeks to overcome these limitations by printing along the edges of a stress-optimized lattice. With this approach, larger-scale, lightweight parts can be printed with an optimal structure that can vary depending on a loading configuration. The results of this project may be promising for diverse fields including concrete rebar design, spaceframe prototyping for buildings, and generative art.
The fabrication component of the project includes designing a custom extruder for a six-axis robotic arm that excels in printing along hard-to-reach toolpaths in free air, with larger nozzle diameters. To complement this technology, a computational tool is in development to generate lattices and toolpaths for any part and its loading configuration.
Externally post-tensioned structures: validation through physical modelsLeonardo Todisco and Caitlin Mueller, Proceedings of the 3rd International Conference on Structures and Architecture, 2016 (Abstract accepted)
Funicular structures, which follow the idealized shapes of hanging chains under a given loading, are recognized as materially efficient structural solutions because they exhibit no bending under normal loading conditions and minimize the amount of required members, often reducing the amount of material needed. However, non-structural conditions, such as aesthetics, functionality, and geotechnical issues, often prohibit selection of a structurally ideal funicular shape: bending moments inevitably arise, decreasing the structural efficiency of the design.
This paper briefly describes how a new design philosophy consisting in the introduction of additional loads, using external post-tensioning cables, can convert a non-funicular structure into a funicular one without changing its starting geometry. This system is based on the possibility of introducing external forces into the main structure through a system of stressed tension cables and compressive or tension struts resulting in changing internal force distribution.
The theoretical approach, based on graphic statics, has been generalized for any two-dimensional geometry. The method has been implemented in a parameterized and interactive environment allowing the fast exploration of different equilibrated solutions.
This paper focuses on the physical modeling, testing, and validation of structures implementing this approach. The structures are modelled through reduced-scale non-funicular geometries fabricated through additive manufacturing (3D printing), with the post-tensioning system constructed with thin cable and precise laser-cut struts. Slow motion video captures show how three different non funicular geometries (pointed-arch, circular arch and free form curve), made of discrete elements and without bending strength, stand only if the cable is working in the appropriate way, demonstrating the efficacy of the new system.
Furthermore, this paper introduces a built example on the scale of real building systems. The paper describes the design and construction process of a post-tensioned pavilion structure. This pavilion, called Funicular Explorations, serves as both a validation and demonstration of this new method, expressing the creative freedom of designers and the structural performance of the results. The design is an array of eight two-dimensional curves, made from custom-cut corrugated cardboard and nylon webbing. The array begins with a funicular parabolic arch, and progresses toward a visually expressive but structurally arbitrary shape. The external post-tensioning system contributes increasingly from one curve to the next, finally allowing the terminal free-form shape to be achieved with axial forces only.
The use of physical models, independent of their scale, is informative but also didactic, illustrating the possibilities and trade-offs in funicular explorations for architectural design. Furthermore such models demonstrate the structural concept behind the post-tensioning system in an intuitive way. The aim of this research is to allow architects and structural engineers a way to achieve high-performance, efficient, and safe designs, even when the global geometry departs from classical funicular shapes.
Additive manufacturing of structural prototypes for conceptual designCaitlin T. Mueller, Ali Irani, and Benjamin E. Jenett, Proceedings of the IASS-SLTE 2014 Symposium, 2014
Additive manufacturing, also known as 3D printing, is a powerful technique for quickly fabricating complex geometrical models. This paper investigates the potential of using this technique for producing structural prototypes, or models that can be used in conceptual design to understand and compare the structural behavior of design alternatives. The main challenge is the anisotropy of the printed parts, which exhibit significant reductions in tensile capacity when loaded across printed layers. This paper characterizes this challenge through experimental results, and proposes and tests several new techniques to address anisotropy limitations.
Discretization and connections for 3D-printed trussesResearch, 2014
New additive manufacturing tecniques allow designers to fabricate geometrically complex prototypes with ease, opening up new possibilities for using physical models in the conceptual design process. However, due to the anisotropic mechanical properties inherent in objects fabricated using common 3D printing methods, like fused deposition modeling (FDM), it is difficult to use 3D printing for reliable, accurate structural prototyping and comparative load testing. Specifically, because of the layer-based process used in 3D printing, structures loaded along the axis of filament orientation are about twice as strong in tension than those loaded perpendicular to this axis. This project investigates ways to overcome such anisoptropy limitations by discretizing structural designs, and connecting structural elements that are printed individually in an orientation that aligns filament direction with the main axis of structural force flow. Mechanical and adhesive connections are both explored, implemented, and tested in comparison to structures printed monolithically. Results indicate that discretized and connected structures can perform better than those printed in a single pass, but more work is needed to design connection strategies that are both performative and easy to assemble.
Prototyping 3D-printed structural connectionsResearch, 2015
This research studies the potential of fabricating structural connections additive manufacturing, or 3D printing. Unlike typical bolt-and-plate connections that are mass-produced from sheet material, 3D printed connections can have highly variable geometry due to its digital nature. This technology not only makes connection design and fabrication more accessible and flexible, but also asks us to reconsider the relationship between the connection, the connected parts, and the forces transferred between them. The ability of 3D printers to produce intricate parts with fine details makes it possible to produce connections that can wrap around connected members and transfer forces through surface texture induced friction. It also opens up the possibility of integrating snap-fit behavior into connection design to make assembly faster and easier. The research starts with connection geometry exploration, with a goal to parameterize form and link it to structure behavior. Parallel these efforts is connection prototyping using a range of digital fabrication techniques.
Whole-timber structural systemsResearch, 2014 - 2015
Trees, when used as structural elements in their natural, round form, are up to five times stronger than the largest piece of dimensioned lumber they could yield. Additionally, these whole-timbers have a lower effective embodied carbon than any other structural material. When combined into efficient structural configurations and joined using specially-engineered connections, whole-timber has the potential to replace entire steel and concrete structural systems in large-scale buildings, bridges, and infrastructure. Whole-timber may be the most appropriate structural solution for a low-carbon and fully renewable future in both developed temperate regions and the developing Global South. To reduce barriers to adoption, including project complexity and cost, a standardized “kit of parts” in whole-timber is proposed. This project proposes new designs for the first and most important element of this kit: a structurally independent column in whole-timber. A 20’ compound column in whole-timber is prototyped at full-scale. New, simple calculation methods are developed for estimating the buckling capacity of tapered timbers. Based on conservative assumptions, the embodied carbon of whole-timber column systems is shown to be between 30% and 70% lower than conventional steel systems.
Braced frame design, fabrication, and testingResearch, 2013
This project developed, fabricated, and tested new designs for braced frame lateral systems for tall buildings. The aim of the project was to test out structureFIT on a relatively complex problem, to explore the design space of lateral systems for tall buildings, and to develop a methodology for connecting digital and physical models through testing. Six new braced frame geometries of constant volume were designed using structureFIT, and along with a control design, were then digitally fabricated in polycarbonate using a waterjet cutter. The designs were then load tested to failure by applying a linearly varying force simulating wind load.
The load testing confirmed that the new designs performed similarly to each other and to the control design, while offering significant variation in aesthetic character. Four of the designs outperformed the control in ultimate load, and all six new designs were initially stiffer than the control. The uniformity in results verified what was found in the design stage of this project: that the design space for braced frame structures is shallow, meaning that large changes in design variables has limited impact on structural performance. This means that "optimal" designs can't offer significant savings over conventional designs, but it also means that designers have considerable freedom that can be exploited for architectural reasons.
Stress line additive manufacturing (SLAM)Research, 2014 - Present
The project presents a new integrated software and hardware process that reconsiders the traditional addive manufacturing (AM) technique of fused deposition modelling (FDM) by adding material explicitly along the three-dimensional principal stress trajectories, or stress lines, of 2.5-D structural surfaces. Using a six-axis robotic arm, this project materializes continuous stress fields into discrete structural topologies, rendered computationally as robotic tool paths. The goal of this project is to develop and perfect this new technique, and to explore conditions in which it is favorable to conventional layer-based additive manufacturing. The research is supported by methodologies including computational structural analysis and comparative structural load testing. For more video information, see this YouTube video.
Robotics-enabled stress line additive manufacturingKam-Ming Mark Tam, Caitlin Mueller, James Coleman, and Nicholas Fine, Rob|Arch 2016: Robotic Fabrication in Architecture, Art and Design 2016, 2016 (In press)
The presented research uses a 6-axis industrial robot arm and a custom-designed heated extruder to develop a new robotic additive manufacturing (AM) framework for 2.5-D surface designs that adds material explicitly along principal stress trajectories. AM technologies, such as fused deposition modelling (FDM), are typically based on processes that lead to anisotropic products with strength behaviour that varies according to filament orientation; this limits its application in both design prototypes and end-use parts and products. Since stress lines are curves that indicate the optimal paths of material continuity for a given design boundary, the proposed stress-line based oriented material deposition opens new possibilities for structurally-performative and geometrically-complex AM, which is supported here by fabrication and structural load testing results. Called stress line additive manufacturing (SLAM), the proposed method achieves an integrated workflow that synthesizes parametric design, structural optimization, robotic computation, and fabrication.
Stress line additive manufacturing (SLAM) for 2.5-D shellsKam-Ming Mark Tam, Caitlin Mueller, James Coleman, and Nicholas Fine, Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2015, 2015
In the field of digital fabrication, additive manufacturing (AM, sometimes called 3D printing) has enabled the fabrication of increasingly complex geometries, though the potential of this technology to convey both geometry and structural performance remains unmet. Typical AM processes produce anisotropic products with strength behavior that varies according to filament orientation, thereby limiting its applications in both structural prototypes and end-use parts and products. The paper presents a new integrated software and hardware process that reconsiders the traditional AM technique of fused deposition modelling (FDM) by adding material explicitly along the threedimensional principal stress trajectories, or stress lines, of 2.5-D structural surfaces. As curves that indicate paths of desired material continuity within a structure, stress lines encode the optimal topology of a structure for a given set of design boundary conditions. The use of a 6-axis industrial robot arm and a heated extruder, designed specifically for this research, provides an alternative to traditional layered manufacturing by allowing for oriented material deposition. The presented research opens new possibilities for structurally performative fabrication.