Structural Concrete - v. 24, n. 4 (Juli 2023)

Erschienen:	Juli 2023

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Höffgen, Jan P. / Malárics‐Pfaff, Viktória / Wengrzik, Doris B. / Dehn, Frank	Analysis and evaluation of direct shear tests on concrete joints in hydraulic structures	5055-5062
Berrocal, Carlos G. / Chen, E. / Löfgren, Ingemar / Lundgren, Karin	Analysis of the flexural response of hybrid reinforced concrete beams with localized reinforcement corrosion	4799-4822
Ruiz, Rafael / Todisco, Leonardo / Corres, Hugo	Application of high‐performance fibre reinforced concrete to precast girders for road bridges: Conceptual considerations and numerical analyses	4645-4659
	Approach to assessment of existing structures in the fib Model Code 2020	4387-4395
	Assessment of existing structures in fib ModelCode 2020: Solutions and examples	4424-4432
Biricik, Öznur / Husein Bayqra, Sultan / Kaya, Yahya / Mardani, Ali	Assessment of mechanical properties of fiber reinforced cementitious system exposed to high temperature	4733-4750
Colombo, Matteo / Conforti, Antonio / di Prisco, Marco / Leporace‐Guimil, Bruno / Plizzari, Giovanni / Zani, Giulio	The basis for ductility evaluation in SFRC structures in MC2020: An investigation on slabs and shallow beams	4406-4423
Haavisto, Jukka / Alho, Heikki / Laaksonen, Anssi	Behavior of lap splices in reinforced concrete beams after bar yielding	5245-5264
Anil, Özgür / Cevik, Abdulkadir	Bond‐slip model between anchored CFRP strip and concrete by using ANN	4841-4868
Pressmair, Nadine / Xia, Yi / Wu, Hongfei / Langelaar, Matthijs / Hendriks, Max A. N. / Majdouba, Ahmad / Mogra, Mihir / Grisaro, Hezi / Amir, Oded / Kromoser, Benjamin	Bridging the gap between mathematical optimization and structural engineering: Design, experiments and numerical simulation of optimized concrete girders	5314-5330
Golafshani, Emadaldin Mohammadi / Kashani, Alireza / Arashpour, Mehrdad	Chloride diffusion modeling of concrete using tree‐based forest models	5614-5634
Umar, Hussaini Abdullahi / Zeng, Xiaohui / Long, Guangcheng / Li, Yirui / Zhao, Hong	The combined effect of fiber and asphalt emulsion on properties of self‐compacting concrete	5465-5480
Kumar, Rakesh / Rai, Baboo / Samui, Pijush	A comparative study of prediction of compressive strength of ultra‐high performance concrete using soft computing technique	5538-5555
Kocaer, Oznur / Aldemir, Alper	Compressive stress–strain model for the estimation of the flexural capacity of reinforced geopolymer concrete members	5102-5121
Hassani, Mohammad Sheikh / Matos, José C. / Zhang, Y. X. / Teixeira, Elisabete	Concrete production with domestic and industrial wastewaters—A literature review	5582-5599
Ueda, Tamon / Shimomura, Takumi / Matthews, Stuart L.	Conservation and intervention in MC2020	4464-4475
Fang, Yumin / Zhang, Huzhi / Yin, Bin	Construction of strut‐and‐tie models for members under complex stress states based on topology optimization	5233-5244
Torrijos, María C. / Zerbino, Raul L. / Giaccio, Graciela M. / Cuenca, Estefanía / Conforti, Antonio	Contribution of steel fibers to the flexural and shear behavior of RC beams damaged by alkali‐silica reaction	4719-4732
Wang, Jialei / Wang, Yao / Wang, Rui / Li, Wangxin / Xu, Yidong	Creep behavior of graphene oxide reinforced cement composites: Experiments, numerical simulations, and prediction models	5441-5450
Ruiz, Rafael / Doniak, Lígia Oliva / Todisco, Leonardo / Corres, Hugo	Database of shear tests for prestressed fibre reinforced concrete beams without vertical stirrups and comparison with code provisions	4565-4576
	Design method for bridge deck link slabs prepared using BFRP bar‐reinforced ecological high‐ductility cementitious composites by theoretical calculation and numerical simulation	4889-4902
Vestergaard, Daniel / Poulsen, Peter Noe / Cao Hoang, Linh / Larsen, Kasper Paaske / Feddersen, Bent	Design‐oriented nonlinear‐elastic buckling analysis of reinforced concrete wall structures using convex optimization	5167-5183
	Effect of chloride penetration on CFRP sheet, CFRP‐concrete interface, and CFR‐strengthened concrete beams	4869-4888
Rezvaniyanzadeh, Alireza / Fadaee, Mohammad Javad	Effect of ground granulated blast furnace slag on the properties of hybrid‐fiber‐reinforced high‐strength concrete under normal and high temperatures	4680-4701
Mathews, Grady / Wertz, Brady / Khan, Taha / Jafari, Khashayar / Loux, Theresa / Bylone, Robert	Evaluation of ultralightweight foamed glass aggregates in precast concrete	5406-5416
Kasuga, Akio	Evolution of fib model codes: Mastering challenges and encountering new ones	4336-4340
Palieraki, Vasiliki / Oikonomopoulou, Erato / Genesio, Giovacchino / Vintzileou, Elizabeth	Experimental cyclic behavior of concrete interfaces with postinstalled reinforcing bars or alternative connectors	5265-5283
	Experimental investigation of a precast segmental Twin‐Deck box girder bridge simultaneously erected with double bridge erection gantries	4492-4503
Lima de Resende, Thomás / Taissum Cardoso, Daniel Carlos	Experimental investigation of the shear behavior of steel fiber reinforced concrete slender beams without stirrups through crack kinematics and shear transfer mechanisms	4779-4798
Dinh, Ngoc Hieu / Pham, Huu Hiep / Kim, Seung‐Hee / Choi, Kyoung‐Kyu	Experimental investigation on flexural and direct shear behaviors of specimens made of lightweight carbon textile‐reinforced cementitious composites	5027-5054
Sun, Chuanzhi / Zhuang, Mei‐Ling / Wang, Zhenbo / Chen, Baodong / Gao, Li / Qiao, Yan / Zhu, Hanbo / Zhang, Weihua / Yang, Jun / Yu, Changrong	Experimental investigation on the seismic performance of prefabricated fiber‐reinforced concrete beam‐column joints using grouted sleeve connections	4702-4718
	Experimental investigation on the use of Fabric‐Reinforced Cementitious Mortars for the retrofitting of reinforced concrete dapped‐end beams	4577-4605
Thoma, Sebastian / Fischer, Oliver	Experimental investigations on the shear strength of prestressed beam elements with a focus on the analysis of crack kinematics	4993-5010
Buda‐Ożóg, Lidia / Zięba, Joanna / Sieńkowska, Katarzyna / Nykiel, Damian	Experimental research and numerical simulations of the actual response flat slab in case of column loss	5331-5348
Xu, Hai‐Yang / Wang, Dan‐Dan / Wang, Ruo‐Yun / Kang, Shao‐Bo / Liu, Kun	Experimental studies on tensile behavior of reinforced engineered cementitious composite members with double steel rebars	5522-5537
Yavuz, Demet / Yazici, Şemsi	Experimental study of aggregate size and gradation on pervious concretes' mechanic, hydraulic, and surface properties	5451-5464
Liu, Pin / Guo, Chen / Cui, Shengai / Xia, Wei / Wang, Xuewei / Chen, Xuemei	Experimental study on crack propagation process of rock‐concrete interface in hot‐dry curing environment at different temperatures	5506-5521
Geng, Fei / Xu, Chao / Wen, Zengping	Explicitly quantifying the effect of bond stress on the failure of reinforced concrete membranes	5284-5298
Zhu, Feng / Bergmeister, Konrad	FE‐analysis of long‐term performance of an epoxy bonded anchor based on nanoindentation and CT‐scan	5086-5101
Rubino, Alessio / Accornero, Federico / Carpinteri, Alberto	Flexural behavior and minimum reinforcement condition in hybrid‐reinforced concrete beams	4767-4778
Su, Chang / Wang, Xin / Ding, Lining / Liu, Shui / Wu, Zhishen	Flexural property and design method evaluation of BFRP and steel bars hybrid reinforced concrete beams	4942-4959
Liu, Zhao / Lei, Haipeng	Graphical modeling of discontinuous stress field for RC deep beams under uniform load	5011-5026
Jiang, Zhisheng / Zheng, Wenzhong / Wang, Ying / Li, Sheng / Sun, Linqi	Green demolition technology of reinforced concrete slab: Application of soundless chemical demolition agents and its evaluation system	4549-4564
Vandevyvere, Brecht / Vandewalle, Lucie / Li, Jiabin	Improved simplified constitutive tensile model for fiber‐reinforced concrete	4624-4644
	Integrating near‐surface mounted SMA and externally bonded CFRP for concrete beams strengthened in flexure	4903-4916
Li, Shengyu / Hong, Yu / Chen, Liangjun / Pu, Qianhui	Investigation of the strut‐and‐tie model of a single‐plane cable‐stayed bridge tower under vertical component of the cable force	4515-4529
Guo, Wenqi / Feng, Kun / Zhou, Yili / Cao, Xiangpeng / Zhao, Lixiang	Investigation on the shear performance of circumferential joints of segments in super‐large cross‐section shield tunnels	4978-4992
Thüsing, Kai / Sobotta, Sacha / Schlüter, Dominik / Hoinka, Jennifer / Ayoubi, Mazen / Kropp, Thomas / Schumann, Alexander / Drossel, Welf‐Guntram	Iron‐based shape memory alloy active assembly connectors for civil structures	5184-5196
Petraroia, Diego N. / Medeghini, Filippo / Plückelmann, Sven / Mark, Peter / Breitenbücher, Rolf	Material reduced tunnel lining segments for moderately swelling soils	5150-5166
Ma, Jinfeng / Bai, Guoliang / Liang, Lili / Wang, Lei / Su, Ningfen	Mechanical behavior of semi‐grouting sleeve and steel bar connection	5299-5313
Wu, Huiqin / Zhu, Zhen / Chen, Yuliang / Li, Hong / Jiang, Weiqin	Mechanical properties of short polypropylene fiber enhanced recycled concrete under cyclic compression	4751-4766
Şahin, Hatice Gizem / Mardani, Ali	Mechanical properties, durability performance and interlayer adhesion of 3DPC mixtures: A state‐of‐the‐art review	5481-5505
Ben Seghier, Mohamed El Amine / Golafshani, Emadaldin Mohammadi / Jafari‐Asl, Jafar / Arashpour, Mehrdad	Metaheuristic‐based machine learning modeling of the compressive strength of concrete containing waste glass	5417-5440
Markić, Tomislav / Kaufmann, Walter	Modeling and design of concrete hinges under general loading	5122-5149
Müller, Harald S. / Boumaaza, Mouna	Modeling concrete properties: New approaches in MC2020	4396-4405
Strauss, Alfred / Bergmeister, Konrad / Daró, Paola / Mancini, Giuseppe / Sattler, Fabian / Bigaj‐van Vliet, Agnieszka	Monitoring and data‐informed approaches for the assessment of existing structures	4433-4445
Metelli, Giovanni / Cairns, John / Plizzari, Giovanni	A new fib Model Code proposal for a beam‐end type bond test	4446-4463
Kazemi, Ramin / Eskandari‐Naddaf, Hamid / Korouzhdeh, Tahereh	New insight into the prediction of strength properties of cementitious mortar containing nano‐ and micro‐silica based on porosity using hybrid artificial intelligence techniques	5556-5581
Zaghian, Sepideh / Martín‐Pérez, Beatriz / Almansour, Husham / Shirkhani, Hamidreza	Nonlinear finite element modeling of bridge piers under the combined effect of corrosion, freeze–thaw cycles, and service load	5215-5232
Kurt, Zafer / Ustabas, Ilker / Cakmak, Talip	Novel binder material in geopolymer mortar production: Obsidian stone powder	5600-5613
Havaei, GholamReza	Numerical evaluation of seismically retrofitted bridge concrete column under extreme loading	5349-5369
Divya, M. / Sripathibabu, Arun Krishna Vellore / Rajendran, Senthilkumar	Numerical studies on the behavior of cold‐formed double‐channel shear connector	5197-5214
Ali, Yahia M. S. / Wang, Xin / Abdelaleem, Tarek / Liu, Shui / Wu, Zhishen	Numerical study on the structural performance of the continuous concrete slabs reinforced with hybrid BFRP/steel bars	4917-4941
Matthews, Stuart / Bigaj‐van Vliet, Agnieszka / Dieteren, Gerrie	Outlook upon fib Model Code for Concrete Structures (2020)	4334-4335
Ruiz, Rafael / Starchevich, Gian Biagio / Todisco, Leonardo / Corres, Hugo	Parametric analysis of variables influencing the design of I‐girder bridge decks made of high‐performance fiber reinforced concrete	4606-4623
Soniya, Soundararaj Manju / Chithra, Rethnasamy	Performance analysis of cost‐effective hybrid polypropylene‐steel engineered cementitious composites and prediction based on artificial neural network	4823-4840
Bigaj‐van Vliet, Agnieszka / Matthews, Stuart	Performance‐based approach in model code 2020: Working on future‐oriented standardization	4362-4367
Ruiz, Miguel Fernández / Regúlez, Borja / Todisco, Leonardo / Faria, Duarte M. V. / Corres, Hugo	Reliability‐ and sustainability‐driven strategies for the maintenance of existing structures	4530-4548
Fernández‐Ordóñez, David / Ruiz, Miguel Fernández / Tošić, Nikola / Wan‐Wendner, Roman / de la Fuente, Albert	Rethinking databases: The fib project for a connected data repository	4480-4491
Formisano, Antonio / Felitti, Matteo / Oliveto, Francesco / Mendicino, Lorenzo	The robustness of reinforced concrete tied arch bridges: A case study	4504-4514
Rettinger, Martin / Hückler, Alex / Schlaich, Mike	Rosensteinsteg II—A cable footbridge with deck elements of CFRP‐reinforced concrete	4476-4479
Huang, Zhenyu / Deng, Weixiong / Zhao, Xiaolong / Zhou, Yingwu / Xing, Feng / Hou, Pengkun / Chen, Cheng	Shear design and life cycle assessment of novel limestone calcined clay cement reinforced concrete beams	5063-5085
Jędrzejewska, Agnieszka / Zych, Mariusz / Kanavaris, Fragkoulis / Chen, Fangjie / Ito, Shintaro / Torrenti, Jean Michel / Schlicke, Dirk / Asamoto, Shingo / Azenha, Miguel	Standardized models for cracking due to restraint of imposed strains—The state of the art	5388-5405
Jovanović, Balša / Caspeele, Robby / Lombaert, Geert / Reynders, Edwin / Van Coile, Ruben	State‐of‐the‐art review on the post‐fire assessment of concrete structures	5370-5387
Hájek, Petr	Sustainability perspective in fib MC2020: Contribution of concrete structures to sustainability	4352-4361
Lee, Minu / Mata‐Falcón, Jaime / Popescu, Mariana / Kaufmann, Walter	Thin‐walled concrete beams with stay‐in‐place flexible formworks and integrated textile shear reinforcement	4960-4977
Bayrak, Barış / Kılıç, Mahmut / Maali, Mahyar / Çelebi, Oğuzhan / Aydın, Abdulkadir Cüneyt	Torsional behavior of hybrid fiber reinforced shear walls an experimental point of view	4660-4679
Caspeele, Robby / Van Den Hende, Karel	Validation of the harmonized partial factor method for design and assessment of concrete structures as proposed for fib model code 2020	4368-4376
Andrade, Carmen / Linger, Lionel	Verification of durability of new and existing structures through the design, construction and operational phases	4377-4386

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IssueID
70311
Veröffentlicht am:
01.09.2023
Geändert am:
01.09.2023

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Structural Concrete - v. 24, n. 4 (Juli 2023)

Artikel in dieser Ausgabe

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Structural Concrete - v. 24, n. 4 (Juli 2023)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

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Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
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