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International Journal of Concrete Structures and Materials
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Articles

Page 5 of 11

  1. 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
    Content type: Research Published on:

  2. 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
    Content type: Research Published on:

  3. 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
    Content type: Research Published on:

  4. 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
    Content type: Research Published on:

  5. 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
    Content type: Research Published on:

  6. 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
    Content type: Research Published on:

  7. 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
    Content type: Research Published on:

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

  8. 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
    Content type: Research Published on:

  9. 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
    Content type: Research Published on:

  10. 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
    Content type: Research Published on:

  11. 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
    Content type: Research Published on:

  12. 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
    Content type: Research Published on:

  13. 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
    Content type: Research Published on:

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

  15. 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
    Content type: Research Published on:

  16. 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
    Content type: Original article Published on:

  17. 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
    Content type: Original Article Published on:

  18. Following publication of the original article (Sharifi et al. 2016), the author reported his name has erroneously spelled as Amin Momeni. The full name is Mohammadamin Momeni.

    Authors: Yasser Sharifi, Iman Afshoon, Zeinab Firoozjaei and Mohammadamin Momeni
    Citation: International Journal of Concrete Structures and Materials 2019 13:5
    Content type: Correction Published on:

    The original article was published in International Journal of Concrete Structures and Materials 2016 10:s40069-016-0141-z

  19. Independent component analysis is one of the linear transformation methods based the techniques for separating blind sources from the output signals of the system. Recently, the method has been analytically ap...

    Authors: Jae-Seung Hwang, Jung-Tae Noh, Sang-Hyun Lee and Ahsan Kareem
    Citation: International Journal of Concrete Structures and Materials 2019 13:4
    Content type: Research Published on:

  20. Multi-unit dwellings, such as apartment housing, town houses, and flats, are some of the most common housing types in Korea, as well as in other countries. Such multi-unit dwellings are considered an effective...

    Authors: Seunguk Na, Inkwan Paik, Sung-ho Yun, Huu Chi Truong and Young-Sook Roh
    Citation: International Journal of Concrete Structures and Materials 2019 13:3
    Content type: Research Published on:

  21. There are many factors in a common building project that are not relevant for free-form tall building projects, for example, the free-form planes or various shapes of buildings. Among the many risks present in...

    Authors: Dongyoun Lee, Hyunsu Lim, Dongmin Lee, Hunhee Cho and Kyung-In Kang
    Citation: International Journal of Concrete Structures and Materials 2019 13:2
    Content type: Research Published on:

  22. A new lateral force-resisting structural system for concrete high-rise buildings, distributed belt wall system, is proposed. Unlike conventional belt structures, the belt walls infilling the space between peri...

    Authors: Tae-Sung Eom, Hiubalt Murmu and Weijian Yi
    Citation: International Journal of Concrete Structures and Materials 2019 13:1
    Content type: Research Published on:

  23. The aim of this work is to propose a technique to calculate the strength of short concrete-filled steel tube columns under the short-term action of a compressive load, based on the phenomenological approach an...

    Authors: Anatoly Leonidovich Krishan, Mariia Anatolyevna Astafeva and Elvira Petrovna Chernyshova
    Citation: International Journal of Concrete Structures and Materials 2018 12:84
    Content type: Research Published on:

  24. In this research, a cable-type wall system that could replace the conventional aluminum curtain wall system for reinforced concrete high-rise buildings is proposed. The cable-type wall system is a newly develo...

    Authors: Hyun Soo Park, Jong Ho Won and Woong June Chung
    Citation: International Journal of Concrete Structures and Materials 2018 12:83
    Content type: Research Published on:

  25. In this study, an output-based neuro controller was built based on the idea of the adaptive neuro-fuzzy inference system (ANFIS) and its capabilities in response simulation, data cleansing and restoration capa...

    Authors: Seok-Jae Heo, Zhang Chunwei and Eunjong Yu
    Citation: International Journal of Concrete Structures and Materials 2018 12:82
    Content type: Research Published on:

  26. With the increase in high-rise building construction, failure to consider constructability in the design phase can result in huge wastes in the construction phase, as well as losing opportunities for design im...

    Authors: Jin Woong Lee, Kyuman Cho, Taeyon Hwang, Ju-yeon Han and Taehoon Kim
    Citation: International Journal of Concrete Structures and Materials 2018 12:81
    Content type: Research Published on:

  27. In Korea, radiant floor heating systems are commonly used in residential buildings, even high-rise houses. If these existing radiant floor heating panels could be used for cooling as well, additional benefits ...

    Authors: Chang-Ho Jeong, Myoung-Souk Yeo and Kwang-Woo Kim
    Citation: International Journal of Concrete Structures and Materials 2018 12:80
    Content type: Research Published on:

  28. Workability of concrete varies during pumping. Even though concrete satisfies the required workability before pumping, it often does not satisfy the required standard after pumping. Moreover, serious problem c...

    Authors: Kyong Pil Jang, Seung Hee Kwon, Myoung Sung Choi, Young Jin Kim, Chan Kyu Park and Surendra P. Shah
    Citation: International Journal of Concrete Structures and Materials 2018 12:79
    Content type: Research Published on:

  29. Aging and structural deterioration under severe environments are major causes of damage in reinforced concrete (RC) structures, such as buildings and bridges. Degradations such as concrete cracks, corrosion of...

    Authors: Lan Chung, Moo-Won Hur and Taewon Park
    Citation: International Journal of Concrete Structures and Materials 2018 12:78
    Content type: Research Published on:

  31. If reinforced concrete columns and walls in high-rise buildings are subjected to axial load for a sustained duration, long-term lateral deformation (or curvature) as well as axial shortening increase over time...

    Authors: Tae-Sung Eom, Chang-Soo Kim, Xin Zhang and Jae-Yo Kim
    Citation: International Journal of Concrete Structures and Materials 2018 12:76
    Content type: Research Published on:

  32. The corrosion of steel reinforcement is commonly believed to be the primary cause of structural deterioration of reinforced concrete (RC) structures; as a result of this deterioration, a RC structure can incur...

    Authors: Ignasi Fernandez, Manuel F. Herrador, Antonio R. Marí and Jesús M. Bairán
    Citation: International Journal of Concrete Structures and Materials 2018 12:75
    Content type: Research Published on:

  33. A renewable energy storage system is being proposed through a multi-disciplinary research project. This system utilizes reinforced concrete pile foundations to store renewable energy generated from solar panel...

    Authors: Dichuan Zhang, Jong Kim, Saule Tulebekova, Dilmurat Saliyev and Deuckhang Lee
    Citation: International Journal of Concrete Structures and Materials 2018 12:74
    Content type: Research Published on:

  34. In the present study, tensile tests were carried out to investigate the tensile behaviors of textile reinforced mortar (TRM) composite specimens. The TRM specimens were composed of one layer of carbon fibers, ...

    Authors: Hee-Seung Kim, Gia Toai Truong, Sung-Ho Park and Kyoung-Kyu Choi
    Citation: International Journal of Concrete Structures and Materials 2018 12:73
    Content type: Research Published on:

  35. In 2013, our research group published a contribution in which a new version of genetic programming, called Geometric Semantic Genetic Programming (GSGP), was fostered as an appropriate computational intelligen...

    Authors: Leonardo Vanneschi, Mauro Castelli, Kristen Scott and Aleš Popovič
    Citation: International Journal of Concrete Structures and Materials 2018 12:72
    Content type: Original Article Published on:

  36. Within the EC funded project smart elements for sustainable building envelopes, carbon textile reinforcement was incorporated into reactive powder concrete, namely textile reinforced reactive powder concrete (...

    Authors: Mathias Flansbjer, Natalie Williams Portal, Daniel Vennetti and Urs Mueller
    Citation: International Journal of Concrete Structures and Materials 2018 12:71
    Content type: Original Article Published on:

  37. To avoid excessive slip of beam longitudinal bars at the joints of an earthquake-resisting moment frame, ACI 318 Building Code set a minimum joint depth of 20 times the diameter of the largest longitudinal bea...

    Authors: Hung-Jen Lee, Hsi-Ching Chen and Tsung-Chieh Tsai
    Citation: International Journal of Concrete Structures and Materials 2018 12:70
    Content type: Research Published on:

  38. The rapid-hardening method employing the injection of calcium sulfoaluminate (CSA) cement mortar into voids between preplaced ballast aggregates has recently emerged as a promising approach for the renovation ...

    Authors: Sahyeon Lee, Seung Yup Jang, Chan Young Kim, Eun Jong Ahn, Seung Pil Kim, Seongwoo Gwon and Myoungsu Shin
    Citation: International Journal of Concrete Structures and Materials 2018 12:69
    Content type: Original Article Published on:

  39. This paper presents an experimental investigation on the stress–strain behavior and the damage mechanism of polypropylene fiber reinforced concrete (PFRC) under monotonic and cyclic compression. Fifty-four spe...

    Authors: Lihua Xu, Biao Li, Xiaoxiao Ding, Yin Chi, Changning Li, Biao Huang and Yuchuan Shi
    Citation: International Journal of Concrete Structures and Materials 2018 12:68
    Content type: Original Article Published on:

  40. The effects of different contents and particle sizes of waste glass powder on alkali–silica reaction (ASR) expansion of cementitious composite bar were investigated in this study. Waste glass powder with parti...

    Authors: Guojun Ke, Wengui Li, Ruyi Li, Yuelin Li and George Wang
    Citation: International Journal of Concrete Structures and Materials 2018 12:67
    Content type: Original Article Published on:

  41. Concrete structures expand and contract in response to temperature changes which can result in structural strain and cracking. However, there is a limited amount of robust field data on hybrid concrete floor s...

    Authors: Shane Newell and Jamie Goggins
    Citation: International Journal of Concrete Structures and Materials 2018 12:66
    Content type: Original article Published on:

    The Correction to this article has been published in International Journal of Concrete Structures and Materials 2020 14:35

  42. The objective of this research is to estimate the effective thermal conductivity model for the reinforced concrete containing round rebars. The thermal network concept and Fourier’s law are used to develop a m...

    Authors: Hyung Gyun Noh, Hie Chan Kang, Moo Hwan Kim and Hyun Sun Park
    Citation: International Journal of Concrete Structures and Materials 2018 12:65
    Content type: Original article Published on:

  43. The concrete production processes including materials mixing, pumping, transportation, injection, pouring, moulding and compaction, are dependent on the rheological properties. Hence, in this research, the rhe...

    Authors: Sardar Kashif Ur Rehman, Zainah Ibrahim, Mohammad Jameel, Shazim Ali Memon, Muhammad Faisal Javed, Muhammad Aslam, Kashif Mehmood and Sohaib Nazar
    Citation: International Journal of Concrete Structures and Materials 2018 12:64
    Content type: Original article Published on:

  44. Corrosion of reinforcing steel bars is the main factor affecting durability and service life of steel-reinforced bridge barriers in North America. The use of glass fiber reinforcing polymer (GFRP) bars as non-...

    Authors: Khaled Sennah, Ekaterina Tropynina, Zaki Ibrahim and Saman Hedjazi
    Citation: International Journal of Concrete Structures and Materials 2018 12:63
    Content type: Original article Published on:

  45. In a previous study, a new model (Generalized Softened Variable Angle Truss Model—GSVATM) was proposed to compute the global behavior of reinforced concrete beams under torsion, including for low loading stage...

    Authors: Luís F. A. Bernardo, Cátia S. B. Taborda and Jorge M. A. Andrade
    Citation: International Journal of Concrete Structures and Materials 2018 12:62
    Content type: Original article Published on:

  46. This paper presents a non-linear Timoshenko beam element with axial, bending, and shear force interaction for nonlinear analysis of reinforced concrete structures. The structural material tangent stiffness mat...

    Authors: T. Ravi Mullapudi and Ashraf Ayoub
    Citation: International Journal of Concrete Structures and Materials 2018 12:61
    Content type: Original article Published on:

  47. Due to extreme business competitions in bridge construction industries, the cost reduction became the most important issue in winning a contract bidding. The largest bridge construction cost saving can be obta...

    Authors: Dal-Hun Yang, Min-Jae Kwon, Gi-Ha Eom and Jang-Ho Jay Kim
    Citation: International Journal of Concrete Structures and Materials 2018 12:60
    Content type: Research Published on:

  48. When ultra-high performance concrete (UHPC) is fabricated as precast members such as in a UHPC segmental bridge, the joint design between the precast members can significantly affect the overall integrity and ...

    Authors: Young-Jin Kim, Won-Jong Chin and Se-Jin Jeon
    Citation: International Journal of Concrete Structures and Materials 2018 12:59
    Content type: Research Published on:

  49. In the present study, a probabilistic procedure is presented for estimating the reliability of hybrid fiber reinforced concrete (HFRC) slabs against the impact of hemispherical nose projectiles considering unc...

    Authors: Nadeem A. Siddiqui, Yousef A. Al-Salloum, Tarek H. Almusallam, Aref A. Abadel and Husain Abbas
    Citation: International Journal of Concrete Structures and Materials 2018 12:58
    Content type: Original article Published on:

  50. A user-defined bonded-particle model (UBM) which is based on the modified parallel bond was established in this paper to investigate the tensile and compressive failure mechanism of concrete on the three-dimen...

    Authors: Jinhui Ren, Zhenghong Tian and Jingwu Bu
    Citation: International Journal of Concrete Structures and Materials 2018 12:56
    Content type: Original article Published on:
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  • ISSN: 2234-1315 (electronic)