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  1. Basalt fiber reinforced polymer (BFRP) rebars reinforced coral aggregate concrete is a new type of concrete used in ocean engineering. In order to investigate the bond performance between BFRP rebars and coral...

    Authors: Lei Wang, Zhaoping Song, Jin Yi, Jiayi Li, Feng Fu and Kai Qian
    Citation: International Journal of Concrete Structures and Materials 2019 13:52
  2. The study reported herein aims at investigating the behavior of medium-scale circular reinforced concrete columns wrapped with fiber reinforced polymer (FRP) sheets under concentric and eccentric axial loads. ...

    Authors: Hanan Suliman Al-Nimry and Rabi Amer Al-Rabadi
    Citation: International Journal of Concrete Structures and Materials 2019 13:53
  3. A simple yet effective constitutive model-referred to as the “Fixed Strut Angle Model” (FSAM)-is presented in this paper for simulating the nonlinear axial/shear behavior of reinforced concrete membrane (panel...

    Authors: Kutay Orakcal, Leonardo M. Massone and Denizhan Ulugtekin
    Citation: International Journal of Concrete Structures and Materials 2019 13:51
  4. The objective of this study is to assess the shear friction characteristics of lightweight aggregate concrete (LWAC) prepared using artificially expanded bottom ash and dredged soil granules. A total of 37 con...

    Authors: Keun-Hyeok Yang and Kyung-Ho Lee
    Citation: International Journal of Concrete Structures and Materials 2019 13:50
  5. To quantify the post-earthquake residual seismic capacity of reinforced concrete (RC) column members, experimental data for 6 column specimens with flexural, flexural–shear and shear failure modes are used to ...

    Authors: Chien-Kuo Chiu, Hsin-Fang Sung, Kai-Ning Chi and Fu-Pei Hsiao
    Citation: International Journal of Concrete Structures and Materials 2019 13:48
  6. A new plastic–damage constitutive model based on the combination of damage mechanics and classical plastic theory was developed to simulate the failure of concrete. In order to explain different material behav...

    Authors: Yan-tao Jiao, Bo Wang and Zhen-zhong Shen
    Citation: International Journal of Concrete Structures and Materials 2019 13:57
  7. Among fiber-reinforced composites, steel fiber has been widely-used for concrete infrastructure such as silos, tunnels, specifically aiming at reducing the weight of concrete and enhancing its strength by over...

    Authors: Seonguk Hong and Seunghun Kim
    Citation: International Journal of Concrete Structures and Materials 2019 13:49
  8. High-volume slag (HVS) can reduce the CO2 emissions of concrete, but increase the carbonation depth of concrete. In particular, because of the effects of climate change, carbonation will accelerate. However, the ...

    Authors: Han-Seung Lee, Seung-Min Lim and Xiao-Yong Wang
    Citation: International Journal of Concrete Structures and Materials 2019 13:56
  9. In this paper, a prediction method based on artificial neural network was developed to rapidly determine the residual shear resistance of reinforced concrete (RC) beams after fire. Firstly, the temperature dis...

    Authors: Bin Cai, Long-Fei Xu and Feng Fu
    Citation: International Journal of Concrete Structures and Materials 2019 13:46
  10. Twenty-seven large-scale beams with dapped-end have been prepared, cast and tested to failure in the three points loading arrangement. One control beam has been designed in accordance with requirement of stand...

    Authors: Bashar S. Mohammed, Muhammad Aswin, M. S. Liew and Noor Amila Wan Abdullah Zawawi
    Citation: International Journal of Concrete Structures and Materials 2019 13:44
  11. Huge amounts of by-products are generated from industrial processes which affect the environment adversely. Production process of conventional cement is energy demanding and it also emits enormous amounts of g...

    Authors: Subhashree Samantasinghar and Suresh Prasad Singh
    Citation: International Journal of Concrete Structures and Materials 2019 13:47
  12. Reactive powder concrete (RPC) is an advanced cementitious material with ultra-high strength, remarkable durability and excellent toughness. However, temperature dependent creep is a major concern as very litt...

    Authors: Xiaomeng Hou, Muhammad Abid, Wenzhong Zheng and Raja Rizwan Hussain
    Citation: International Journal of Concrete Structures and Materials 2019 13:45
  13. Although pretensioned concrete structures have increasingly been used worldwide, a number of design issues need to be addressed to further improve the structural performance. Transfer length of pretensioned me...

    Authors: Se-Jin Jeon, Ho Shin, Sang-Hyun Kim, Sung Yong Park and Jun-Mo Yang
    Citation: International Journal of Concrete Structures and Materials 2019 13:43
  14. This paper presents a general procedure based on fracture mechanics models in order to analyze the level of cracking and structural safety in reinforced concrete elements at early ages, depending on the stripp...

    Authors: H. Cifuentes, F. Montero-Chacón, J. Galán, J. Cabezas and A. Martínez-De la Concha
    Citation: International Journal of Concrete Structures and Materials 2019 13:41
  15. This study aimed to investigate the effects of small openings on the structural performance of reinforced-concrete (RC) structural walls. Cyclic lateral loading tests were conducted on five RC walls with an as...

    Authors: Hyun-Jin Yu, Su-Min Kang, Hong-Gun Park and Lan Chung
    Citation: International Journal of Concrete Structures and Materials 2019 13:40
  16. As part of the research on cement composites using cellulose nanocrystal (CNC) aqueous solution instead of general water, this study produced high-toughness cement composites reinforced with flax and steel fib...

    Authors: Hyung-Joo Lee, Seung-Ki Kim, Heon-Seok Lee and Woosuk Kim
    Citation: International Journal of Concrete Structures and Materials 2019 13:39
  17. Mimicking natural deterioration in accelerated tests is challenging; a highly relevant alternative option is to use deteriorated specimens from decommissioned structures. This paper describes a methodology to ...

    Authors: Karin Lundgren, Samanta Robuschi and Kamyab Zandi
    Citation: International Journal of Concrete Structures and Materials 2019 13:38
  18. Crack formation is an inherent property of concrete structures; however, these materials also have the ability to heal cracks autogenously. External water penetrates the inside of concrete through the cracks, ...

    Authors: Byoungsun Park and Young Cheol Choi
    Citation: International Journal of Concrete Structures and Materials 2019 13:36
  19. The paper aims to develop theoretical expressions for the ductility design of very-high strength concrete (VHSC) (> 100 MPa) columns using curvature and a new flexural energy-based ductility approach. Eventual...

    Authors: Shanaka Kristombu Baduge, Priyan Mendis, Tuan Duc Ngo and Massoud Sofi
    Citation: International Journal of Concrete Structures and Materials 2019 13:37
  20. Photocatalytic cementitious materials are used in the exterior of the buildings and infrastructure for self-cleaning and air-purifying purposes. These materials are exposed to the aggressive exposure condition...

    Authors: Atta-ur-Rehman, Abdul Qudoos, Sadam Hussain Jakhrani, Hong Gi Kim and Jae-Suk Ryou
    Citation: International Journal of Concrete Structures and Materials 2019 13:35
  21. Reinforced concrete (RC) coupled wall systems, compared with RC shear wall without opening, have more complex nonlinear behavior under the extreme earthquake loads due to the existence of coupling beams. The b...

    Authors: Ke Du, Huan Luo, Jiulin Bai and Jingjiang Sun
    Citation: International Journal of Concrete Structures and Materials 2019 13:34
  22. This paper presents and emphasizes the essence of inclusion of shear response and shear–flexural interaction in the investigation of reinforced concrete (RC) columns characterized by light and inadequately (su...

    Authors: Worathep Sae-Long, Suchart Limkatanyu, Woraphot Prachasaree, Suksun Horpibulsuk and Pattamad Panedpojaman
    Citation: International Journal of Concrete Structures and Materials 2019 13:32
  23. A series of pullout tests were conducted to investigate the interface bond properties of seven types of steel fibres embedded in the magnesium phosphate cementitious matrix. The micromorphology of the interfac...

    Authors: Hu Feng, M. Neaz Sheikh, Muhammad N. S. Hadi, Lu Feng, Danying Gao and Jun Zhao
    Citation: International Journal of Concrete Structures and Materials 2019 13:33
  24. Non-fossil alternative fuels from biomass (agro-industrial, forestry and fodder plants) focus on getting cleaner, cheaper and more environmentally friendly energy sources directly related to the sustainable de...

    Authors: Sagrario Martínez-Ramírez, Moisés Frías, Erika Y. Nakanishi and Holmer Savastano Jr.
    Citation: International Journal of Concrete Structures and Materials 2019 13:31
  25. The effects of flexural reinforcement and shear reinforcement on the punching shear strength of slab–column connections are analyzed in this study. For the study, six slab–column connection specimens were cons...

    Authors: Jae-Ick Jang and Su-Min Kang
    Citation: International Journal of Concrete Structures and Materials 2019 13:29
  26. Following publication of the original article (Cho et al. 2019), the author reported the funding source information must be replaced with following: This research was supported by the National Research Foundat...

    Authors: Chang-Geun Cho, Sang-Hyeon Cheong, Hyung-Ju Moon, Ho-Yeon Kim and Kang-Seok Lee
    Citation: International Journal of Concrete Structures and Materials 2019 13:30

    The original article was published in International Journal of Concrete Structures and Materials 2019 13:16

  27. In this paper an elastic–plastic response has been developed to predict the pull-out behaviour of various hooked end fibres embedded in normal–high strength concretes. An elastic–plastic moment expression has ...

    Authors: Sadoon Abdallah and David W. A. Rees
    Citation: International Journal of Concrete Structures and Materials 2019 13:27
  28. In this study repeated cyclic loading tests were carried out on seven shear wall specimens, which were fabricated in a real scale. The purpose of these experiments is to investigate the difference on the seism...

    Authors: Jin-Kyu Song, Young-Soo Chun, Jeong-Weon Song, Keun-Hyeok Yang and Kug-Kwan Chang
    Citation: International Journal of Concrete Structures and Materials 2019 13:25
  29. The fatigue flexural behavior of corroded reinforced concrete (RC) beams was experimentally and analytically examined. Seven beams were constructed and tested, and an analytical fatigue prediction model (FPM) ...

    Authors: Li Song, Zhiwei Fan and Jian Hou
    Citation: International Journal of Concrete Structures and Materials 2019 13:24
  30. The evaluation and design of concrete bridges in large part depend on the transverse distribution characteristics of the live load carried and the service level. The live load distribution for continuous concr...

    Authors: Won Choi, Iman Mohseni, Jongsup Park and Junsuk Kang
    Citation: International Journal of Concrete Structures and Materials 2019 13:22
  31. In this recent work, a ground penetrating radar (GPR) technique was proposed to evaluate the deteriorated depth of concrete bridge decks with asphalt overlays in the Korea expressway network. Air-coupled GPR w...

    Authors: Ji-Young Rhee, Jae-Jin Choi and Seong-Hoon Kee
    Citation: International Journal of Concrete Structures and Materials 2019 13:23
  32. While internal and external unbonded tendons are widely utilized in concrete structures, an analytical solution for the increase in unbonded tendon stress at ultimate strength, ...

    Authors: Eric McKinney, Minwoo Chang, Marc Maguire and Yan Sun
    Citation: International Journal of Concrete Structures and Materials 2019 13:20
  33. The aim of this research is to evaluate the protecting performance of hybrid fiber-reinforced concrete against lateral forces such as explosives or flying objects. The objective of this research is to better p...

    Authors: Dongyeop Han, Yong-Jun Park, Min-Cheol Han and Seong-Tae Yi
    Citation: International Journal of Concrete Structures and Materials 2019 13:19
  34. In this study, phase change material (PCM) was used to control the heat of hydration of mass concrete, and the study aimed to evaluate the resulting fundamental and thermal properties of mass concrete with PCM...

    Authors: Hyun-Do Yun, Kyung-Lim Ahn, Seok-Joon Jang, Bae-Su Khil, Wan-Shin Park and Sun-Woo Kim
    Citation: International Journal of Concrete Structures and Materials 2019 13:18
  35. To quantify the post-earthquake residual seismic capacity of reinforced concrete (RC) column members, experimental data for 6 column specimens with flexural, flexural–shear and shear failure modes are used to ...

    Authors: Chien-Kuo Chiu, Hsin-Fang Sung, Kai-Ning Chi and Fu-Pei Hsiao
    Citation: International Journal of Concrete Structures and Materials 2019 13:17
  36. The authors examined the application of a high-ductile fiber cementitious composite (HDFC) to develop seismic-improved reinforced-concrete columns. HDFC was manufactured to show high-ductile tensile strains ab...

    Authors: Chang-Geun Cho, Sang-Hyeon Cheong, Hyung-Ju Moon, Ho-Yeon Kim and Kang-Seok Lee
    Citation: International Journal of Concrete Structures and Materials 2019 13:16

    The Correction to this article has been published in International Journal of Concrete Structures and Materials 2019 13:30

  37. Recently, many countries including Korea are experiencing serious climatic events, such as heat waves, torrential rain, cold waves, heavy snowfall, and typhoons. In addition, due to the extreme climate events,...

    Authors: Tae-Kyun Kim, Seung-Jai Choi, Ji-Hun Choi and Jang-Ho Jay Kim
    Citation: International Journal of Concrete Structures and Materials 2019 13:15
  38. The purpose of this study is to investigate and evaluate the feasibility of using high-performance fiber-reinforced cement composites (HPFRCC) to satisfy the requirement of transverse reinforcement in beam-col...

    Authors: Mohammad Hossein Saghafi, Hashem Shariatmadar and Ali Kheyroddin
    Citation: International Journal of Concrete Structures and Materials 2019 13:14
  39. The objective of this study is to examine the workability and various mechanical properties of concrete using artificial lightweight aggregates produced from expanded bottom ash and dredged soil. Fifteen concr...

    Authors: Kyung-Ho Lee, Keun-Hyeok Yang, Ju-Hyun Mun and Nguyen Van Tuan
    Citation: International Journal of Concrete Structures and Materials 2019 13:13
  40. This paper presents the results of short span concrete-filled fiber reinforced polymer (FRP) tubes filled with different recycled coarse aggregate (RCA) replacement ratios. The mechanical response of recycled ...

    Authors: Heeyoung Lee, Hoon Jang and Wonseok Chung
    Citation: International Journal of Concrete Structures and Materials 2019 13:12
  41. A numerical model for enhanced service life prediction of concrete infrastructure is presented which includes transient analysis of processes during corrosion initiation as well as propagation stage. The tempo...

    Authors: Zahid Mohammad Mir, Daniel Höche, Celestino Gomes, Rui Sampaio, Alexandre C. Bastos, Philippe Maincon, M. G. S. Ferreira and Mikhail L. Zheludkevich
    Citation: International Journal of Concrete Structures and Materials 2019 13:11
  42. As a solid pollutant, the recycled aggregate can be reused to replace the natural aggregate to cast pervious concrete, promoting resource recycling and reducing environmental pollution. Pervious concrete is us...

    Authors: Xudong Chen, Dandan Shi, Nan Shen, Shengtao Li and Saisai Liu
    Citation: International Journal of Concrete Structures and Materials 2019 13:10

    The Correction to this article has been published in International Journal of Concrete Structures and Materials 2021 15:10

  43. The proper assembly of underground precast concrete structures is often critical in the construction of underground structures. In particular, interfacial waterproofing between precast concrete segments is a k...

    Authors: Xiang-guo Wu, Xiao-kai Chen, Shi-yan Yu, Seongwon Hong and Thomas H.-K. Kang
    Citation: International Journal of Concrete Structures and Materials 2019 13:8
  44. The prestressed hollow-core slab (PHCS) is a precast concrete member that can maximize productivity and structural performance efficiency of concrete cross-section. For the PHCS members produced by extrusion m...

    Authors: Min-Kook Park, Deuck Hang Lee, Sun-Jin Han and Kang Su Kim
    Citation: International Journal of Concrete Structures and Materials 2019 13:7
  45. This paper presents a study on the shear behavior of reinforced concrete (RC) beams strengthened by jacketing the surfaces of the beams using ultra-high performance fiber reinforced concrete (UHPC). The surfac...

    Authors: Ashraf Awadh Bahraq, Mohammed Ali Al-Osta, Shamsad Ahmad, Mesfer Mohammad Al-Zahrani, Salah Othman Al-Dulaijan and Muhammad Kalimur Rahman
    Citation: International Journal of Concrete Structures and Materials 2019 13:6

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