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Preface |
6 |
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Organization |
8 |
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Conference Committees |
8 |
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Conference Chair |
8 |
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Conference Vice Chair |
8 |
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International Scientific Committee |
8 |
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Local Organizing Committee |
9 |
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Contents |
11 |
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RILEM Publications |
15 |
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RILEM Proceedings (PRO) |
15 |
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RILEM Reports (REP) |
24 |
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Materials and Processing |
26 |
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Fresh and Hardened Properties of 3D Printable Geopolymer Cured in Ambient Temperature |
27 |
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Abstract |
27 |
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1 Introduction |
27 |
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2 Materials and Methods |
28 |
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2.1 Materials and Mixture Proportions |
28 |
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2.2 3D Printing Apparatus |
29 |
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2.3 Printing of 3D Printable Geopolymer |
29 |
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2.4 Characterization Methods |
29 |
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3 Results and Discussions |
31 |
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3.1 Extrudability |
31 |
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3.2 Open Time |
31 |
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3.3 Shape Retention Ability |
32 |
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3.4 Compressive Strength |
32 |
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4 Conclusion |
34 |
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References |
35 |
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|
Evolution of Concrete/Formwork Interface in Slipforming Process |
36 |
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|
Abstract |
36 |
|
|
1 Introduction |
36 |
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2 Interfacial Behavior of Fresh Concrete: Physical Phenomena |
38 |
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2.1 Chemistry Origin and Hydration Consequences |
38 |
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2.2 Pore Water Pressure and Granular Stress (Terzaghi Equation) |
39 |
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3 Experimental Procedures |
40 |
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3.1 Materials and Mixing Procedure |
40 |
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3.2 Device and Procedure |
40 |
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4 Experimental Results and Discussions |
41 |
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4.1 Cement Hydration Characterization |
41 |
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4.2 Tangential Stress |
42 |
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4.3 Friction Law |
44 |
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4.4 Hypothesis of Mechanisms |
45 |
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5 Conclusion and Perspectives |
46 |
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Acknowledgements |
46 |
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References |
46 |
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|
Experience in Online Modification of Rheology and Strength Acquisition of 3D Printable Mortars |
48 |
|
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Abstract |
48 |
|
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1 Introduction |
48 |
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|
2 Materials and Methods |
49 |
|
|
2.1 3D Printable Formulations and Preparation |
49 |
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2.2 Lab-Scale Extrusion Testing |
51 |
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2.3 Early Age Characterization Methods |
52 |
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3 Results |
54 |
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3.1 Texturometry |
54 |
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3.2 Scissometry |
57 |
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3.3 Lab Scale Extrusion |
58 |
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4 Discussion |
59 |
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Acknowledgements |
61 |
|
|
References |
61 |
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A Framework for Performance-Based Testing of Fresh Mixtures for Construction-Scale 3D Printing |
63 |
|
|
Abstract |
63 |
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|
1 Introduction |
63 |
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2 Experimental Program |
64 |
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2.1 The Step-by-Step Testing Procedure |
64 |
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2.2 Concrete Printing Setup, and Printing Mixtures Proportions |
66 |
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3 Testing and Results |
67 |
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4 Future Work |
72 |
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5 Conclusions |
74 |
|
|
References |
74 |
|
|
Characterization of 3D Printing Mortars Made with OPC/CSA Mixes |
77 |
|
|
Abstract |
77 |
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1 Introduction |
77 |
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2 Materials and Methods |
78 |
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3 Results |
80 |
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4 Conclusion |
83 |
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|
Acknowledgments |
83 |
|
|
References |
83 |
|
|
Rheological and Water Transport Properties of Cement Pastes Modified with Diutan Gum and Attapulgite/Palygorskite Nanoclays for 3D Concrete Printing |
85 |
|
|
Abstract |
85 |
|
|
1 Introduction |
85 |
|
|
2 Materials and Methods |
86 |
|
|
2.1 Materials |
86 |
|
|
2.2 Methods |
87 |
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|
3 Results |
88 |
|
|
3.1 Sustained Stress Results |
88 |
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|
3.2 Water Retention Capacity |
89 |
|
|
4 Conclusion |
92 |
|
|
Acknowledgments |
92 |
|
|
References |
92 |
|
|
Rheological Control of 3D Printable Cement Paste and Mortars |
94 |
|
|
Abstract |
94 |
|
|
1 Introduction |
94 |
|
|
2 Materials and Methods |
95 |
|
|
3 Results and Discussion |
97 |
|
|
3.1 Printing Mixtures A and B |
97 |
|
|
3.2 Rheometry |
98 |
|
|
3.3 Simulations of Flow Properties |
101 |
|
|
4 Conclusion |
102 |
|
|
References |
103 |
|
|
Adapting Smart Dynamic Casting to Thin Folded Geometries |
105 |
|
|
Abstract |
105 |
|
|
1 Introduction |
105 |
|
|
2 Slipforming Process Model |
107 |
|
|
3 Materials and Methods |
108 |
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|
3.1 Initial Robotic Experiments |
109 |
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|
3.2 Offline Tests |
110 |
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3.3 Online Tests |
111 |
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3.4 Robotic Experiment as Material Evaluation |
111 |
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4 Experimental Results |
112 |
|
|
4.1 Initial Robotic Experiments |
112 |
|
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4.2 Offline Tests |
112 |
|
|
4.3 Online Tests |
113 |
|
|
4.4 Robotic Experiment as Material Evaluation |
113 |
|
|
5 Discussion of Results from Online, Offline and Robotic Experiments |
114 |
|
|
6 Conclusion |
116 |
|
|
Acknowledgements |
116 |
|
|
References |
116 |
|
|
Enhancing Printable Concrete Thixotropy by High Shear Mixing |
118 |
|
|
Abstract |
118 |
|
|
1 Introduction |
118 |
|
|
2 Methods and Materials |
119 |
|
|
2.1 Materials |
119 |
|
|
2.2 Mixing Protocol |
119 |
|
|
2.3 Rheological Measurements |
119 |
|
|
2.4 Isothermal Calorimetry |
120 |
|
|
2.5 Dynamic Light Scattering Measurements |
120 |
|
|
3 Results |
120 |
|
|
3.1 Rheological Measurements |
120 |
|
|
3.2 Isothermal Calorimetry |
120 |
|
|
3.3 Dynamic Light Scattering Measurements |
123 |
|
|
4 Discussion |
123 |
|
|
5 Conclusion |
124 |
|
|
References |
124 |
|
|
Discrete Element Simulations of Rheological Response of Cementitious Binders as Applied to 3D Printing |
126 |
|
|
Abstract |
126 |
|
|
1 Introduction |
126 |
|
|
2 Discrete Element Method (DEM) and the Model Used |
127 |
|
|
2.1 Burger’s Model |
127 |
|
|
2.2 Calibration of Burger’s Model Using Mini Slump Test |
129 |
|
|
3 Extrusion Experiments and DEM Modeling |
131 |
|
|
3.1 Extrusion-Based 3D Printing and Extrusion Rheology |
131 |
|
|
3.2 DEM Modeling of Extrusion Rheology and Printing |
133 |
|
|
4 Conclusions |
135 |
|
|
Acknowledgments |
135 |
|
|
References |
136 |
|
|
Mechanics and Structure |
137 |
|
|
Three-Dimensional Printing Multifunctional Engineered Cementitious Composites (ECC) for Structural Elements |
138 |
|
|
Abstract |
138 |
|
|
1 Introduction |
138 |
|
|
2 Experimental Program |
140 |
|
|
2.1 Materials |
140 |
|
|
2.2 Mix Processing |
141 |
|
|
2.3 Test Specimens |
141 |
|
|
2.4 Test Methods |
143 |
|
|
3 Experimental Results and Discussions |
145 |
|
|
3.1 Printability |
145 |
|
|
3.2 Nitrogen Oxides Abatement |
145 |
|
|
3.3 Mechanical Properties |
146 |
|
|
4 Conclusions |
149 |
|
|
Acknowledgements |
150 |
|
|
References |
150 |
|
|
Large Scale Testing of Digitally Fabricated Concrete (DFC) Elements |
152 |
|
|
Abstract |
152 |
|
|
1 Introduction |
152 |
|
|
2 TU/e 3D Concrete Printing and Scale Effects |
153 |
|
|
3 Nyborg Studio |
155 |
|
|
3.1 Project and Design |
155 |
|
|
3.2 Test Program en Specimens |
156 |
|
|
3.3 Printing |
157 |
|
|
3.4 Observations Before Testing |
158 |
|
|
3.5 Vertical Flexural Test |
159 |
|
|
3.6 Compression Test |
160 |
|
|
3.7 Impact Test |
162 |
|
|
3.8 Overall Conclusion on Structural Performance |
162 |
|
|
4 Bicycle Bridge Gemert |
163 |
|
|
4.1 Project and Design |
163 |
|
|
4.2 Test Program |
164 |
|
|
4.3 Printing |
164 |
|
|
4.4 4-Point Bending Test |
165 |
|
|
4.5 In-Situ Test |
165 |
|
|
5 Discussion and Conclusion |
168 |
|
|
Acknowledgements |
169 |
|
|
References |
169 |
|
|
Method of Enhancing Interlayer Bond Strength in 3D Concrete Printing |
171 |
|
|
Abstract |
171 |
|
|
1 Introduction |
171 |
|
|
2 Materials and Methods |
172 |
|
|
2.1 Mix Proportions |
172 |
|
|
2.2 3D Printing Process |
173 |
|
|
2.3 Testing Methods |
174 |
|
|
3 Results and Discussion |
175 |
|
|
3.1 Cube Tests |
175 |
|
|
3.2 Flow Table Tests |
175 |
|
|
3.3 Interlayer Bond Strength |
176 |
|
|
4 Conclusion |
178 |
|
|
Acknowledgements |
178 |
|
|
References |
179 |
|
|
Exploiting the Potential of Digital Fabrication for Sustainable and Economic Concrete Structures |
180 |
|
|
Abstract |
180 |
|
|
1 Introduction |
180 |
|
|
2 Requirements of Mass-Market Concrete Structures |
182 |
|
|
2.1 Necessity of Reinforcement |
182 |
|
|
2.2 Limited Use of Geometrical Complexity |
182 |
|
|
3 Benefits of Digital Fabrication for Structural Concrete |
183 |
|
|
3.1 Key Potentials |
183 |
|
|
3.2 Crack Initiators by 3D Printing Weak Interfaces |
184 |
|
|
4 Conclusion and Outlook |
188 |
|
|
Acknowledgements |
189 |
|
|
References |
189 |
|
|
Alternative Reinforcements for Digital Concrete Construction |
190 |
|
|
Abstract |
190 |
|
|
1 3D-Printed Steel Reinforcement |
190 |
|
|
1.1 Introduction |
190 |
|
|
1.2 Materials, Manufacture and Testing Techniques |
191 |
|
|
1.3 Experimental Results |
191 |
|
|
2 3D-Printed Strain-Hardening Cement-Based Composites |
193 |
|
|
2.1 Introduction |
193 |
|
|
2.2 Materials, Manufacture and Testing Techniques |
194 |
|
|
2.3 Experimental Results |
195 |
|
|
3 Summary |
197 |
|
|
References |
198 |
|
|
Additive Manufacturing and Characterization of Architectured Cement-Based Materials via X-ray Micro-computed Tomography |
199 |
|
|
Abstract |
199 |
|
|
1 Introduction |
200 |
|
|
2 Methods |
200 |
|
|
2.1 3D-Printing Setup |
200 |
|
|
2.2 Ink Design, Mixing Procedure, and Curing |
202 |
|
|
2.3 Slicing and Design |
203 |
|
|
2.4 Micro-CT and Scanning Specimens |
203 |
|
|
3 Results and Discussion |
204 |
|
|
3.1 3D-Printed Lamellar Architecture Micro-CT (0.4X and 4X Scans) |
204 |
|
|
3.2 Cast Specimen in 0.4X Micro-CT (0.4X Scan) |
209 |
|
|
4 Summary |
211 |
|
|
Acknowledgements |
211 |
|
|
References |
211 |
|
|
Hardened Properties of 3D Printable ‘One-Part’ Geopolymer for Construction Applications |
213 |
|
|
Abstract |
213 |
|
|
1 Introduction |
213 |
|
|
2 Experimental Procedures |
215 |
|
|
2.1 Materials and Mixture Proportions |
215 |
|
|
2.2 Mixing, Printing, Curing and Testing of Specimens |
215 |
|
|
3 Results and Discussion |
217 |
|
|
3.1 Compressive Strength |
217 |
|
|
3.2 Flexural Strength |
218 |
|
|
3.3 Inter-layer Strength |
219 |
|
|
4 Conclusions |
220 |
|
|
Acknowledgements |
221 |
|
|
References |
221 |
|
|
Bond Strength in 3D Printed Geopolymer Mortar |
223 |
|
|
Abstract |
223 |
|
|
1 Introduction |
223 |
|
|
2 Materials and Methods |
224 |
|
|
3 Results and Discussion |
226 |
|
|
4 Conclusions |
228 |
|
|
Acknowledgement |
229 |
|
|
References |
229 |
|
|
Potentials of Steel Fibres for Mesh Mould Elements |
230 |
|
|
Abstract |
230 |
|
|
1 Introduction |
230 |
|
|
1.1 Background About the Mesh Mould Project |
230 |
|
|
1.2 Mechanical Behaviour of Mesh Mould Elements |
231 |
|
|
2 Experimental Program |
233 |
|
|
2.1 Test Specimens |
233 |
|
|
2.2 Experimental Setup |
234 |
|
|
2.3 Material Properties |
234 |
|
|
3 Results and Discussion |
236 |
|
|
3.1 Predicted Behaviour of the Mesh |
236 |
|
|
3.2 Four-Point Bending Test |
236 |
|
|
4 Conclusions and Outlook |
238 |
|
|
Acknowledgments |
239 |
|
|
References |
239 |
|
|
Capillary Water Intake by 3D-Printed Concrete Visualised and Quantified by Neutron Radiography |
240 |
|
|
Abstract |
240 |
|
|
1 Introduction |
240 |
|
|
2 Experimental |
241 |
|
|
3 Results and Discussion |
243 |
|
|
3.1 Fine-Grained 3D-Printed Concrete (Mixture A) |
243 |
|
|
3.2 Portland Cement-Based 3D-Printed Concrete with Internal Curing by SAP (Mixture G) |
245 |
|
|
References |
247 |
|
|
Corrosion Challenges and Opportunities in Digital Fabrication of Reinforced Concrete |
248 |
|
|
Abstract |
248 |
|
|
1 Introduction |
248 |
|
|
2 Corrosion Challenges in Digital Fabrication |
249 |
|
|
2.1 Corrosion Challenges in “Steel Welding” Technology |
250 |
|
|
2.2 Corrosion Challenges in “Slipforming” Technology |
251 |
|
|
2.3 Corrosion Challenges in “3D Printing by Layer Extrusion” Technology |
253 |
|
|
3 Opportunities for Corrosion Protection |
253 |
|
|
4 Conclusion |
254 |
|
|
References |
255 |
|
|
The Effect of Print Parameters on the (Micro)structure of 3D Printed Cementitious Materials |
257 |
|
|
Abstract |
257 |
|
|
1 Introduction |
257 |
|
|
2 Materials and Methods |
258 |
|
|
2.1 Materials and Mix Composition |
258 |
|
|
2.2 3D Printing Process |
258 |
|
|
2.3 Surface Roughness |
259 |
|
|
2.4 Mechanical Properties Testing |
260 |
|
|
2.5 Porosity Measurements and Pore Size Distribution |
261 |
|
|
3 Results and Discussion |
262 |
|
|
3.1 Surface Roughness |
262 |
|
|
3.2 Compressive Strength |
262 |
|
|
3.3 Inter-layer Bonding Strength |
263 |
|
|
3.4 Microstructure and Porosity |
264 |
|
|
4 Conclusions |
266 |
|
|
Acknowledgements |
267 |
|
|
References |
267 |
|
|
Compressive Strength and Dimensional Accuracy of Portland Cement Mortar Made Using Powder-Based 3D Printing for Construction Applications |
268 |
|
|
Abstract |
268 |
|
|
1 Introduction |
268 |
|
|
2 Experimental Procedures |
271 |
|
|
2.1 Materials |
271 |
|
|
2.2 Printing Process and Test Methods |
271 |
|
|
3 Results and Discussions |
273 |
|
|
3.1 Linear Dimensional Accuracy |
273 |
|
|
3.2 Compressive Strength |
274 |
|
|
4 Conclusions |
275 |
|
|
References |
276 |
|
|
Impact of 3D Printing Direction on Mechanical Performance of Strain-Hardening Cementitious Composite (SHCC) |
278 |
|
|
Abstract |
278 |
|
|
1 Introduction |
278 |
|
|
2 Materials and Methods |
280 |
|
|
2.1 Experimental Program |
280 |
|
|
2.2 Micromechanical Modelling |
281 |
|
|
3 Results and Discussion |
282 |
|
|
3.1 Experimental Results on Mechanical Properties |
282 |
|
|
3.2 Modelling of Fibre-Bridging Constitutive Relations of SHCCs |
284 |
|
|
4 Conclusions |
286 |
|
|
References |
287 |
|
|
Applications and More |
289 |
|
|
Feasibility of Using Low CO2 Concrete Alternatives in Extrusion-Based 3D Concrete Printing |
290 |
|
|
Abstract |
290 |
|
|
1 Introduction |
290 |
|
|
2 Binder Mix and Fresh Property of 3D Printable Concrete |
291 |
|
|
2.1 Literature Survey of 3D Printable Binder Mix |
291 |
|
|
2.2 Fresh Property of 3D Printable Concrete |
291 |
|
|
3 Constraint and Opportunity to Develop SCMs-Based Printable Concrete |
294 |
|
|
4 Conclusion |
295 |
|
|
References |
296 |
|
|
Experimental Investigation on the Mechanical Strength and Thermal Conductivity of Extrudable Foamed Concrete and Preliminary Views on Its Potential Application in 3D Printed Multilayer Insulating Panels |
298 |
|
|
Abstract |
298 |
|
|
1 Introduction |
298 |
|
|
2 Materials and Methods |
299 |
|
|
3 Results and Discussion |
300 |
|
|
3.1 Extrusion Process |
300 |
|
|
3.2 Compressive Strength |
301 |
|
|
3.3 Indirect Tensile Strength |
302 |
|
|
3.4 Thermal Conductivity |
303 |
|
|
4 Outlook: Multilayer Insulating Panels |
306 |
|
|
5 Conclusion |
306 |
|
|
References |
307 |
|
|
Development of a Shotcrete 3D-Printing (SC3DP) Technology for Additive Manufacturing of Reinforced Freeform Concrete Structures |
308 |
|
|
Abstract |
308 |
|
|
1 Introduction |
308 |
|
|
1.1 Additive Manufacturing with Concrete |
309 |
|
|
1.2 Potential of Shotcrete 3D Printing as an Additive Manufacturing Technique |
309 |
|
|
1.3 Challenges of Shotcrete 3D Printing |
310 |
|
|
2 Offline Process Control Based on Experimental Knowledge |
311 |
|
|
3 Online Measurement and Process Control for SC3DP |
312 |
|
|
3.1 Measurement and Control Concepts for Layer-Based Additive Manufacturing |
313 |
|
|
3.2 Online Geometry Measuring for Shotcrete 3D Printing |
314 |
|
|
3.3 Control Concept for Shotcrete 3D Printing and Experimental Implementation |
314 |
|
|
4 Case Study: Multidirectional Printing and Introducing of Reinforcement |
316 |
|
|
5 Conclusion |
317 |
|
|
References |
318 |
|
|
Challenges of Real-Scale Production with Smart Dynamic Casting |
320 |
|
|
Abstract |
320 |
|
|
1 Introduction |
320 |
|
|
2 Fabrication and Challenges |
321 |
|
|
2.1 Overall Fabrication Concept |
322 |
|
|
3 Fabrication Challenges |
323 |
|
|
3.1 Formwork, Actuation and Friction |
323 |
|
|
3.2 Material Processing |
324 |
|
|
4 Design and Production |
326 |
|
|
4.1 Material Characterization |
326 |
|
|
4.2 Structural Design |
327 |
|
|
4.3 Material Processing Challenges: Reinforcement Integration |
329 |
|
|
5 Conclusion |
330 |
|
|
Acknowledgments |
330 |
|
|
References |
330 |
|
|
The Tectonics of Digitally Fabricated Concrete. A Case for Robotic Hot Wire Cutting |
332 |
|
|
Abstract |
332 |
|
|
1 Introduction |
332 |
|
|
1.1 Form, Surface and Composition |
332 |
|
|
2 Digital Fabrication Technologies in Concrete Architecture |
333 |
|
|
2.1 Evaluating Existing and Emerging Solutions |
333 |
|
|
2.2 Expanding Form, Surface and Composition |
335 |
|
|
2.3 Critical Issues for Digital Fabrication in Concrete |
336 |
|
|
3 A Case for Robotic Hot Wire Cutting |
337 |
|
|
3.1 Description |
337 |
|
|
3.2 Ruled Concrete Panels |
337 |
|
|
3.3 The CorkCrete Arch |
339 |
|
|
4 Conclusion |
340 |
|
|
Acknowledgements |
341 |
|
|
References |
341 |
|
|
Compliance, Stress-Based and Multi-physics Topology Optimization for 3D-Printed Concrete Structures |
344 |
|
|
Abstract |
344 |
|
|
1 Introduction |
344 |
|
|
2 Compliance-Based Topology Optimization |
347 |
|
|
3 Stress-Based Topology Optimization |
349 |
|
|
4 Multi-physics Topology Optimization |
350 |
|
|
5 Conclusions and Final Remarks |
351 |
|
|
Acknowledgements |
352 |
|
|
References |
352 |
|
|
Author Index |
354 |
|